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HomeMy WebLinkAbout230 North Dennis Road - By Law Only - FolderYARConCorNNoonsn , LEGAL NOTICE YARMOUTH CONSERVATION COMMISSION Notice is hereby gh*n W theEnteM of M;.JoIi�'IINoonen 35 Srtpkehouse Lena - C". MA .. . en r eerwer+ .an +e+ +wo -I — P.m. PWLIP E. MAGNLISON CHAIRMAN , ODYNOFYARMO THHFdISSIDN +- Th@ReglsM,3fi2MB (o2,2 /7 211,2 ' c:) �3 � r n OP G a �r 5 Ib ►�jor> S �JI , �t�000 j r� _ J �- vTC1+r.tr1 CveYn f V I ruFjRJrJ,h D f✓ T%!7c�! (► J Y' `� F� g[ 1. �J 1 � VluR,FJiril Dl P�f ! Tv" 1 �1A -,lK Tr_-_ 13C PL,ulJT f i� UPON Cc�l�3'tEil� v vF pwC41Aj d- r^atcra GRP, t r-_, Z Fi a� r,,ALtS Il) S1,7 r"�-1CL /C_1 >? L" �'RdK;- }✓ UP -1 fj AccC7 C1 -J AS i1iJLGl1. AREA PLAN SCALE.' 1 "= 30' IvryE/ NOTES; C� K ELEVATIONS BASED ON M.S. L FLOOD ZONES — 'B' 6 'A4' W. 5) TOWN WATER ON SITE TOP FND tm /,wm wo mm xv sysmd f BSM' T Ft ptmzm so - Cie tor tree, taco *AL. L4 t 4 •'t LOT 9 sarrc rAAK J , .. `. s`: ..�?. - 5 r ��- .. '•il : • • S a,� > r i'x'•vi'i fr1� 54 (tS _*isH� s 1 - - • .. s. s:z Ott r?R SYSTEM PRO .FILE FrNIS11 GRADE NOT TO SCALE FINISH GRADE OVER TANK 19.00 • '•:• � : ,•=;; .EQUALIZERS' 18.50 DIST. BOX TO BE INSTALLED ON A l: •rt$ ::•••••* .� . .i,T.., t - .':.,,. , Af �.; 4• wIae f 1 LEVEL STABLE BASE, Note neraam 6` „"" "°0S°0 SEPTIC TANK ALL ROAD RCIVOFF �(^' ' ra BE CavrAZNEv tL is a -a• tr s1p E Anaw TRENCH LENGTH se x a• -1o• - r' TO BE INSTALLED ON A IN FRENd4 "INSr8 t• QQ 6, a tsLE FRG�zcp LEVEL STABLE BASE'rare IN mE.;rtrTrtaE W 71A: aePTzc 'a•. EL:tQ.' \. fAILk sN ' SYSTeM Jf la MSF *7— . s . QQ ! ( ,. znesrAum ZN iht•r &J 5 MIN. HEIGHT -A 0 TE. �, NO• CJ NOT RUN HEAVY EIJUIPMENT OVER SYSTEM, aBov oas avED " r% tJ 17 FIM73H aRAce Ove» B.A.S. !L. r1.a' GROUND WATER �a .. ... �, .,.«.,..�.�. \ S 4 \\ ~� . B.F. a. 1\ _° INFIL TRA TOR SECTION ' .\\ LEACHING t .� tom'>•: > ,•..,.. :•..._,.� . • _.:. a.,e NOT TO SCALE �L£ :t6 " SOIL AND PE•RCOLA TION DA TA - FOR A { FOR FINISH GRADE .O T AIO' YL O < SEE SYSTEM PROFILE Par. 1� k r LESS r7GN'2'I?WIN. \\ .. .t. �..• � .(•` I/,f % ,P .a"/ASSQ /fiC�sl�"./6'% .�'r% r / 4� A' � Ac�:�7 MIN. 2' - 1/8 "-1/2" '' o; 1 FrrsrzN6 BERN WASHED STONE / PERC. AA TE -� a' r1ILw�rN TO RONIN /A !12 "MIN.) TAKEN BY RIQKAf.JO FE>EZRA.s j 5V • 3L, . . • .... ...r. -._... . .•.r ...Sr.:,•: . ::eWNESSED BY PE7AR A RATE SE7EMk.26czNrram•\\ 7eO 4"DIAPIPE 2k \ of e:• •"°•••• �.•.n s TEST PIT ELEV. 111 8s. 0' !PI 1teis :v '} .; , TEST !tj TEST 0 , •i.. `JL ` \ \..�� :: ' . a. NATURAL SOILEFFECTIVE .4 _ o �� • �• 4 ! = 0 . ....,4 ilkZ u/ �\ Z --y °�,�•'w- •:. Q .. DEPTH 3/4 "-1 1/2` .,:•'.%�: ;•.j.� i :e %F N �:�• y' MUDDY ASHED STONE•:::. • •:.C: ;•• l;,C, a.:C! ; . t \\`\ty\ ` _r EFFECTIVE fJZDTH • • - 22' EXCAVATED SIDf%✓ALL 8•-t0' mu 1L, 4 j >Pc F ` \` NUMBER OF'TRENCHES s ., *SUL`. LOT B SAL gN W SIP= `W � W hCAL:OW IN .. _ NUMBER OF INFIL TRA TORS '_�. 108". �"1 VL\ \ � +' � AM feladFlRA ASi01L'IA1E9 A470n TO IYlpYAL. fTiDALI ILL M 100 SF TOTAL) �. �1� c r <-/ 1a 618 SF MAAV t2o. \ �'. �? •A, S:/ADY LOAN low 9/S' ,B, .6AAVY L44M tOltt.S/6 •C1 � SAM} P SY !i/6 ..-SAW . P SY,G7i *raw . 2.5Y 6/4-' - SCH 40 PVC :I zsy.00 OR ,i • cast IRON ZEES ' Sop# 9/2 .do1500 S T " GAL. REINFORCEDf9 SAWY CONCRETE 19.00 • '•:• � : ,•=;; .EQUALIZERS' 18.50 DIST. BOX TO BE INSTALLED ON A l: •rt$ ::•••••* .� . .i,T.., t - .':.,,. , Af �.; 4• wIae f 1 LEVEL STABLE BASE, Note neraam 6` „"" "°0S°0 SEPTIC TANK ALL ROAD RCIVOFF �(^' ' ra BE CavrAZNEv tL is a -a• tr s1p E Anaw TRENCH LENGTH se x a• -1o• - r' TO BE INSTALLED ON A IN FRENd4 "INSr8 t• QQ 6, a tsLE FRG�zcp LEVEL STABLE BASE'rare IN mE.;rtrTrtaE W 71A: aePTzc 'a•. EL:tQ.' \. fAILk sN ' SYSTeM Jf la MSF *7— . s . QQ ! ( ,. znesrAum ZN iht•r &J 5 MIN. HEIGHT -A 0 TE. �, NO• CJ NOT RUN HEAVY EIJUIPMENT OVER SYSTEM, aBov oas avED " r% tJ 17 FIM73H aRAce Ove» B.A.S. !L. r1.a' GROUND WATER �a .. ... �, .,.«.,..�.�. \ S 4 \\ ~� . B.F. a. 1\ _° INFIL TRA TOR SECTION ' .\\ LEACHING t .� tom'>•: > ,•..,.. :•..._,.� . • _.:. a.,e NOT TO SCALE �L£ :t6 " SOIL AND PE•RCOLA TION DA TA - FOR A { FOR FINISH GRADE .O T AIO' YL O < SEE SYSTEM PROFILE Par. 1� k r LESS r7GN'2'I?WIN. \\ .. .t. �..• � .(•` I/,f % ,P .a"/ASSQ /fiC�sl�"./6'% .�'r% r / 4� A' � Ac�:�7 MIN. 2' - 1/8 "-1/2" '' o; 1 FrrsrzN6 BERN WASHED STONE / PERC. AA TE -� a' r1ILw�rN TO RONIN /A !12 "MIN.) TAKEN BY RIQKAf.JO FE>EZRA.s j 5V • 3L, . . • .... ...r. -._... . .•.r ...Sr.:,•: . ::eWNESSED BY PE7AR A RATE SE7EMk.26czNrram•\\ 7eO 4"DIAPIPE 2k \ of e:• •"°•••• �.•.n s TEST PIT ELEV. 111 8s. 0' !PI 1teis :v '} .; , TEST !tj TEST 0 , •i.. `JL ` \ \..�� :: ' . a. NATURAL SOILEFFECTIVE .4 _ o �� • �• 4 ! = 0 . ....,4 ilkZ u/ �\ Z --y °�,�•'w- •:. Q .. DEPTH 3/4 "-1 1/2` .,:•'.%�: ;•.j.� i :e %F N �:�• y' MUDDY ASHED STONE•:::. • •:.C: ;•• l;,C, a.:C! ; . t \\`\ty\ ` _r EFFECTIVE fJZDTH • • - 22' EXCAVATED SIDf%✓ALL 8•-t0' mu 1L, 4 j >Pc F ` \` NUMBER OF'TRENCHES s ., *SUL`. LOT B SAL gN W SIP= `W � W hCAL:OW IN .. _ NUMBER OF INFIL TRA TORS '_�. 108". �"1 VL\ \ � +' � AM feladFlRA ASi01L'IA1E9 A470n TO IYlpYAL. fTiDALI ILL M 100 SF TOTAL) �. �1� c r <-/ 1a 618 SF MAAV t2o. \ �'. �? •A, S:/ADY LOAN low 9/S' ,B, .6AAVY L44M tOltt.S/6 •C1 � SAM} P SY !i/6 ..-SAW . P SY,G7i *raw . 2.5Y 6/4-' - DESIGN DA TA No 6770LAl7MATFF 159 S.F. SIDENALL AREA . 74 GALSISF 117 GALS. Y•L �-F� ` ^ NO. OF BEDROOMS ; } • 1 295 S. F.,6dTTOM AREA • 74 GALS/SF 218 GALS. DISPOSAL NO EST. TOTAL D7AIL 454 S.F. TOTAL AREA GALS/SF 535 GALS. SEPTIC TANK is J) r CREEK w 16.005. OsP rRAwC^,ITION RL W& ) GENERAL 69AwgFAT/e74E0 ISQLATEI7'ZOTSe NOTE.' 1. ALL SYSTEM COMPONENTS Sk + ACCORDANCE WITH TITLE 5 \ --� � \J' } vri 7X EXCAVATE TO ELEV: I2,0-'0.9 LOWER AS REOUIRED Td REMOVE ALL LOAM AND CLAY CONTAINING DATED -.MARCH 1995 AND ANY�T KATER�AL BENEATH THE LEACHING AREA. REPLACE P. ANY CHANGE IN THIS PLAN \�+ EXCAV TED MATERIAL WITH CLEAN, CLAY FREE ORA Y- BY THE :BOARD OF HEALTH A .✓ MECHANICALLY COMPACTED IN PLACE t 3. WHEN CONSTRUCTION lS COM ; WE7LAw@7 DELrNEATM FU NrSHED NOTIFY:BOARD OF HEAL TH F BY eFUGRo EAsro Away swhw� 0 s NO7E 4: 'FMD. ELEV. MUST BE CHECKED AS FLABBrNB NLWBERS F! -F7 ; yN THIS PLAN IS A REVISION W,A PLAN i ! LEGEND ZWrW WTWW 24.19M MXTH REVISED 5. THESE EL 6V, {MUST NOT BE Cf•Tsuvcitu WITHOUT DATES of 11/1/sa 12/s/9a 1/ss/97THE BOA OF HEAL AH - PPJ?OVAL �r= ' Also s/ia/9r, a x/25/37 i 6. BOARD. OF HEALTH INEGTION REO 'D-. WHEN EXCA VA TEp' ti ` 4RESSWE AREX C4LC%"TX4YW -' M/ i - BOKY! MARL 4Rw61 el. 19.57 •} f ' Io EXIST.Gomm ELEV. - , O O (R2rVISE[k MAY 12 1939 FOR ADD,Y7rONAL N07ESJ top flange Deft adjacent to O A , , ` t letter N in ward lope't' on 29' x 1O' x SOX - 145 SF Wi —Z4 --FINISH GROUND ELEV. ash. hydrant located in YARMOUTH 29' x to' x SOX - f15 SF ti �s-. 15' herrn of Lwlfrrrom W. 4' x ro' x Sox - 2? s6F � ., > , �- ` SEWAGE DISPOSAL S YS TEM.. PL AN e e' asst of pole no. 6 j RESERVE AREA TOTAL - 910 SK vl/ t 20.00 PIPE INVERT ELEV. _ "� 'Al • vARIANCE REBUESrs FAlk1 310 C1A9 • ~� } TEST PIT LOCAtTION , , • L"k F PfREPARED` FOR 15.911 NINIMUV SETBACK DISTAMCES ® j "' :<£ t.: O o SEPTIC TANK £' 1. 6TREETLINE 6ErBALYC , ,. JOHN NpONAN . PLAN REFERENCE•• to• IS ReaviRm TO 7HE LEACHING AREA ,L s. v" f Ai". r IS SiA7wN AM REarJEsrm LAND COURT PLAN t7 DzsrazeurlON eox 'wiz 2. PRi>PERrr LINE SETBACK NO. 233828 ` <` _ ` d LOT ..8 NORTH D, 'NNIS- ROAD 10' IS R&WXW.0 TO TGE L&4aUX6 AREA ¢, 4'C. I. OR 'SCH 40 PVC - 5' IS 6iA?MN AM REOU£STFL ..YAI7MOUTH --.. N A SS 9. Bavoum maTATW AE7L4W SEMAgt "'' fie• t0 TIE F. E. N.A. NAP wb. i00' IS REOUIR4'BIT.FIBER PIPE -TIGHT JOINTS t7J LEACWNS AREA 64• IS SMW TO 7W PRIMARY 6 REOLESTO 250015 00020 � � - �T f I*;.CK(��c.' .. - .. 70' Js SJA9MV >n rHE RESOivf s ReOrIESTEO-- — '� — �•• — •----..•-... PROPERT: ALINES Y r DESIGNED: SAP DATE:P!!1F�iy y$ 1989 `' 1Et?F>rEIRA ASSOCIffTES SETBACK DISTANCE D44WN.: ) p ' scALe as sHOHN . ' 13,2 —SPRING,4` r r > {z 4�r,' F�iL MOUTH 4- ASS . MAP I SEC I PCL ILOr HSE "+��, CHECKED:. DRANrNG NO. 09t259Y .. .: .. _. .. .. .. .... .. , , ? ... , �� nor"• n:L' .4i'. i }:` .�-»s.'<' ft'.A ko.. .r i:� . ... .. .: .. r ..._ .. .. .. •. -. ._ .. ,: •:- .. ... .. .. ... .. .... - .. .. ... .. n. .. ... ..t. .. .. .. .n .. „n... .. .... ....^ _,.. a. Y.:1. . .._. ... d... ..... .... .....t_. ..a..L. 4ev ..,i .,_ _. .., ._ .. , . .. tu... '��M£5, i 0 • $AMY LOAN ' Sop# 9/2 r > S " SAWY •Qt • i . SAN? - P s V SANG ` 2.8Y614: DESIGN DA TA No 6770LAl7MATFF 159 S.F. SIDENALL AREA . 74 GALSISF 117 GALS. Y•L �-F� ` ^ NO. OF BEDROOMS ; } • 1 295 S. F.,6dTTOM AREA • 74 GALS/SF 218 GALS. DISPOSAL NO EST. TOTAL D7AIL 454 S.F. TOTAL AREA GALS/SF 535 GALS. SEPTIC TANK is J) r CREEK w 16.005. OsP rRAwC^,ITION RL W& ) GENERAL 69AwgFAT/e74E0 ISQLATEI7'ZOTSe NOTE.' 1. ALL SYSTEM COMPONENTS Sk + ACCORDANCE WITH TITLE 5 \ --� � \J' } vri 7X EXCAVATE TO ELEV: I2,0-'0.9 LOWER AS REOUIRED Td REMOVE ALL LOAM AND CLAY CONTAINING DATED -.MARCH 1995 AND ANY�T KATER�AL BENEATH THE LEACHING AREA. REPLACE P. ANY CHANGE IN THIS PLAN \�+ EXCAV TED MATERIAL WITH CLEAN, CLAY FREE ORA Y- BY THE :BOARD OF HEALTH A .✓ MECHANICALLY COMPACTED IN PLACE t 3. WHEN CONSTRUCTION lS COM ; WE7LAw@7 DELrNEATM FU NrSHED NOTIFY:BOARD OF HEAL TH F BY eFUGRo EAsro Away swhw� 0 s NO7E 4: 'FMD. ELEV. MUST BE CHECKED AS FLABBrNB NLWBERS F! -F7 ; yN THIS PLAN IS A REVISION W,A PLAN i ! LEGEND ZWrW WTWW 24.19M MXTH REVISED 5. THESE EL 6V, {MUST NOT BE Cf•Tsuvcitu WITHOUT DATES of 11/1/sa 12/s/9a 1/ss/97THE BOA OF HEAL AH - PPJ?OVAL �r= ' Also s/ia/9r, a x/25/37 i 6. BOARD. OF HEALTH INEGTION REO 'D-. WHEN EXCA VA TEp' ti ` 4RESSWE AREX C4LC%"TX4YW -' M/ i - BOKY! MARL 4Rw61 el. 19.57 •} f ' Io EXIST.Gomm ELEV. - , O O (R2rVISE[k MAY 12 1939 FOR ADD,Y7rONAL N07ESJ top flange Deft adjacent to O A , , ` t letter N in ward lope't' on 29' x 1O' x SOX - 145 SF Wi —Z4 --FINISH GROUND ELEV. ash. hydrant located in YARMOUTH 29' x to' x SOX - f15 SF ti �s-. 15' herrn of Lwlfrrrom W. 4' x ro' x Sox - 2? s6F � ., > , �- ` SEWAGE DISPOSAL S YS TEM.. PL AN e e' asst of pole no. 6 j RESERVE AREA TOTAL - 910 SK vl/ t 20.00 PIPE INVERT ELEV. _ "� 'Al • vARIANCE REBUESrs FAlk1 310 C1A9 • ~� } TEST PIT LOCAtTION , , • L"k F PfREPARED` FOR 15.911 NINIMUV SETBACK DISTAMCES ® j "' :<£ t.: O o SEPTIC TANK £' 1. 6TREETLINE 6ErBALYC , ,. JOHN NpONAN . PLAN REFERENCE•• to• IS ReaviRm TO 7HE LEACHING AREA ,L s. v" f Ai". r IS SiA7wN AM REarJEsrm LAND COURT PLAN t7 DzsrazeurlON eox 'wiz 2. PRi>PERrr LINE SETBACK NO. 233828 ` <` _ ` d LOT ..8 NORTH D, 'NNIS- ROAD 10' IS R&WXW.0 TO TGE L&4aUX6 AREA ¢, 4'C. I. OR 'SCH 40 PVC - 5' IS 6iA?MN AM REOU£STFL ..YAI7MOUTH --.. N A SS 9. Bavoum maTATW AE7L4W SEMAgt "'' fie• t0 TIE F. E. N.A. NAP wb. i00' IS REOUIR4'BIT.FIBER PIPE -TIGHT JOINTS t7J LEACWNS AREA 64• IS SMW TO 7W PRIMARY 6 REOLESTO 250015 00020 � � - �T f I*;.CK(��c.' .. - .. 70' Js SJA9MV >n rHE RESOivf s ReOrIESTEO-- — '� — �•• — •----..•-... PROPERT: ALINES Y r DESIGNED: SAP DATE:P!!1F�iy y$ 1989 `' 1Et?F>rEIRA ASSOCIffTES SETBACK DISTANCE D44WN.: ) p ' scALe as sHOHN . ' 13,2 —SPRING,4` r r > {z 4�r,' F�iL MOUTH 4- ASS . MAP I SEC I PCL ILOr HSE "+��, CHECKED:. DRANrNG NO. 09t259Y .. .: .. _. .. .. .. .... .. , , ? ... , �� nor"• n:L' .4i'. i }:` .�-»s.'<' ft'.A ko.. .r i:� . ... .. .: .. r ..._ .. .. .. •. -. ._ .. ,: •:- .. ... .. .. ... .. .... - .. .. ... .. n. .. ... ..t. .. .. .. .n .. „n... .. .... ....^ _,.. a. Y.:1. . .._. ... d... ..... .... .....t_. ..a..L. 4ev ..,i .,_ _. .., ._ .. , . .. tu... '��M£5, i AREA PLAN .SCALE.- 1 .- 30 rYave/ NOTES; GREEK ELEVATIONS BASED ON M.S. L. FLOOD ZONES - "B" 6 "A4" (al. 5) TOWN WATER ON SITE " HWSE OR amrze SYsmu iwrw.N ao • or LOT LmV LOT 9 t' VIDE SYSTEM PROFILE FINISit GRADE NOT TO SCALE FINISH GRADE OVER TANK €,.. W 4-5 71 Acre fE7i7EIR4 ASSOCIATE9 1`0 SXAKe, S.A.S. 'PAIa9 7: ROMAL A77t„t AW 7O YEAIPY SOIL t( MMVAL AAV PINAL �619AOIAAS Q•' 8.A.8. FINISH GRADE OVER TRENCHES Z- TOP FND I .: }r,ow/+o 'h„"%/\• R'/Jhs�r SCH 40 PVC•• ii.; r..:l:1••r,'.::r" - r OR 00 f CAST IRON 1EES '•" �'..I 19.40 . 1 „ .. .'.t. �. 1'. R.• BSH'T FLR :Y ? X9.24 i9.00 !� 1500 GAL. ! EOUALIZERS' La Y t , !o REINFORCED .4 GAS DIST. BOX Fig6AL. Jl / CONCRETE SlPTIC TAN( I ,�, 's'.': x'.:,. ... ••..��. .. .gip•- .. .... ..•, '� BAFFLE •Si'.i� .• w. . :, •. v. 1 / c -•�..% q'+• :-� �'- ''�•Z:0 moi:• :?:r TO 8E INSTALLED ON A • •.*f •r'• „ • ' ., • LEVEL STABLE BASE cwrILEV£REtC awmsm LEAZWW NOTE �� ' fxEAcrr «rrN ru SEPTIC TANK ALL AOOF RWCLcF L9 6 tt.-. J*-C'rWIOF STOW YID/ TO BE CCWTAINED zt i, sC x 9 for -• � TO BE INSTALLED ON A TRENCH LENGTH IN FRENCH LWASMS �0� Off PRO'•TLEI . I 6; LEVEL STABLE BASE a ISM £ hef�� or Sona ys• �.O „ - �� - \ L•\ +N INSTALLED I« nc t+vNwY LOGTIAV. a : 5'MIN HEIGHT +. •oo + NO TE.* L70 NOT RUN HEAVY E•GUIPMENT OVER SYSTEM aeove OBSERVED �$ a . 4 �? FIAaW a9Aae orm S.A.S. a. 019.8 GROUND MATER - m'00.8 S.F. LEACHING INFIL TRA TOR SECTION J' ' e• ' \ ` \\\\•\ t°' - RESMMAREA - " Je• _ 'sfiiWit'• •,'.° ... - a.Je. NOT TO SCALE SOIL ANL? PERCOLA TION DA TA SCALe 1`-101 r, FOR FINISH GRACE ' SEE SYSTEM PROFILE _ _ - - PERC.O -AT 2 m LESS IIGN 2 MIN/SN. MIN. 2" ft IN ' �' •C'/ //A`% .His"/,�R •'/,s�sM'"/F'// ru ,A'Q�'/ //,9/ k .:'//• /Oat��.•f.(t NA SHED S'TCNE PERC.RATE. `�5. n . EXISTINs BEPoI \ .. 7V MIN/IN. �t sp. � -- : TO ROUIN _ <• /A. (12'MIN.1 3 TAKEN BY AZQKAflA FEWXRA ' n �./ �� 84. \ 1 s _ ii: - ': ;:'n.;• �¢}; +:'r.{?l.ai!;!.. :iL :f.Z riY,••^, •:;: •:; - WITNESSED BY PETE?4 AMTGW IIVV\Vf J F2 ��� ` fo �`\` `` unrr Q :g' ::, %1ga. ;,F .:.; DATE SEPTEMBER.2$ 1995 ,! _. �� \,\ 70• a-UTA.PIPE- ' y w� TEST PIT ELEV. fl1 P9. 0' (21 18.8 `�y/��J / \ �` �' �\ N 3 , �. �:. ` • ` .0 • TEST (1) TEST0 O. NATURAL SOIL -, ��� a • : • t EFFECTIVE s c. Y -Y y W,/`\� \\�i\ Z Y •4 ry DEPTH 314 \\�pj TONE. ., .; :.; .. :��,. ....;'. :•. ... •>. ,, MUDDY / Y/ 9 !6L yL F 0\ \\\\�\N Q. WASHED S . .. h:: ..•. .'VE IDT r \\ � � EFFECTIVE WIDTH ••• 22' YY! '•� \ \ E"'• VA TED SIDEW.ILL 81-10' `\ �'YL e_r _ ` � \ .rq is ` _ .. _.. _,_. __.... .. . -. 94•: TRENCHES vL `J1L f3�\ \� \. ° • r t t .. We IF AN oto Awme ars7of la a il0wra m LOT 8 AAV ",., SIA; L NUMBER OF INFIL TRA TORS (TIDAL) (33 100 SF TOTAL) !20 A- SAACY LOAN SOYR 3/2 .SAAVY LOAM lora, 516 set 0 SAAD 2-5y 5/B SAAV 2.5Y B/4 20 4e2 SF METLAnDs 4, z DESIGN DA. TA NOS MA7ef 159 S.F. SIDENALL AREA . 74 GALS/SF 117 GALS. NO: OF BEDROOMS s , 295 S.F. BOTTOM AREA • 74 GALS/SF 218 GALS. DISPOSAL HO 1 yL �\ 5 Z EST. TOTAL DAILY EFFLUENT 990 GAGS i .� 454 S.F. TOTAL AREA GALS/SF 335 GALS. • SEPTIC TANK !moo GAL. I r..• ti vy Vr/ F7q CREEK 910 C)19 - 15.005 ' ` �• (DEP 7AIMSZTZON RU'.E&) GENERAL NOTES 414' •GRAhgFA ThL 4F0 ISLY ATED GOTS' j� . NOTE. --- -- k 1. ALL SYSTEM COMPONENTS SHALL BE VVSTALL ED IN > E)'CAvATE TO ELEV, 12,0*- OR LOWER AS AEOUIREO ACCORDANCE WITH TITLE 5 of THE: STATE SANITARY CODE DATED MARCH 1995 AND ANY LOCAL RUL ES,APPLICABLEE ' l TC REMOVE ALL LOAM AND CLAY CONTgINING 6{{ \ Q tvTEapL BENEATH THE LEACHING AREA.REPLACE 2. ANY CHANGE IN THIS PLAN MUST BE APPROVED i E;:CAvATED MATERIAL WITH CLEAN• CLAY FREE GRAVELBY THE BOARD OF HEALTH AND FERAEIRA ASSOC: \ MECHA SCALLY COMPACTED IN PLACE T, 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING A'ETLAAV DELINEATION T FLOUSAW r / } Q " NOTIFY: BOARD OF HEAL TH FOR INSPECION BY FUSw EAsr . Aw shvkw � - 4. FND. ELEV. MUST BE CHECKED WHEN COMPLETED.-� r AS FLA6GIN6 NIAVBERS Ft�7 THIS PLAN ZS A REVZ514V OF A PLAN ; 1, , Z LEGEND LIQ i DATED ocTGeER 2� l9 gs WITH REv1sED 5. THESE ELEV, INUST NOT BE CHANGED W,T THOUT W/ DATES OF 11/1/94 !2/9/94 1/31/97 THE BOARD OF HEAL TH APPROVAL t t - i ALSO 9/19/97 s 9/25/97 6. BOARD Of` HEAL Tp INSFbzCTION REQ D, WHEN EXCAVATED ...__ !RESERVE AREACALCLCATIQ�SI '• �'! - -- �- (REVZSELC MAY !$ !999 FOR ADDITIONAL NDTESI`. I Zo ---EXIST. GROUND ELEV• BENCH XAR/L• 1AW01 e1. 49.57 ra O y top flange Dolt adjacent to O N , letter N In Yard 'OP£N` on 29' x JO' x 50X - 445 SF ver - 24 --FINISH GROUND; ELEV. .,,.;..� •, - ' `' hydrant located !n YARYWTH 29• x 1D• x 50X - 145 ti m ,. �' . - : SEWAGE DISPOSAL SYSTEM..PLAN 15' north of DRJFTMOOO LN. 1 4' x $0' x 5OX - 20 SF q Oj . g 8' east e/ pole no. s j RESERVE AREA TOT.iL - st0 SF Z0.0o PIPE INVFrRT ELEV. 5; - -`� PREPARED FOR 'VARIANCE REOUESTS FRIM 310 CMR' -v- " c ® TEST PIT LOCATION 15.211 MINIMUM SETBACK OISTAAJCES F-070 SEPTIC TANK l - JOHN NOONAN 1. STRECTUN SETBAM PLAN REFERENCE, r e !0• IS REQUTAEO TO U71EES LEACHINS AREA \ . ' w '.. 5• IS 5Tp«N AND REOUESTm LAND COURT PLAN ` O DISTRIBUTION BOX f • a y f. - L O T .:8 NORTH D,ENNIS ROAD' 2. PROPERTY LINE SETBACK NO. 23382B 10' IS REQUIRED TO THE LCAC01W AREA S' IS SMW AAV REOUESTEO .?. 84?QOUAW VESETATED A'E7LAAV SE7R4CX !OO' IS REQUIRE!! To THE LaaaHs AREA F. E.M.A. MAP NO. BI' IS SSV«N TO VE MAURY s REOU£STED 25001,6 e7002O 70' IS $ WN TQ TAE RESERVE s WOUESrEO- - - - - SEC T ' 4'C.1.aR'SCH 40 PVC;',.. Y_ AAMOl1THMASS. +.•}•kt+a•w•n•x• 4 oar r. FzeER PIPE -TIGHT JOINTS `��'r.•jS•, - - - t^.. --.-_ PROPERT! LINES{ s • c •y c- OESISNEO: SAP DATE l�EAREIRA' ASSOCIATES r --+ SETBACK CcISTA(JCE } y e ti ? DAMN.: hp scaLE As syoHnf 1.31 SPRING BAR$ ROAD s 'Y� LFALNfOUTH MASS CHECKED .,as DRAMING NO. 0312MY ' - .. .. ;. � ' . ... . -:. .:..:� .: '.. - ., i+ r z .. � 1 < r .r '..'..i; r ., z >T"wi : r �' V• i �}�r:-�ii�.`.4kD�3:�`..w! xti.*.i�.'z :ert:�.n!: .. - ....: .•:. •• :: .. ., r , - .., �: '4: n. .. J ...d. ..... eana,d!$z'lL�'i+°•k.. �...<ik..b.);'v.. ,. .,n • SI!...ek>4•.•nd... ._e..... au ..%..r�Ss ..-.x ,..�,,,`!.- ,? .A . .. SANDY LOAM 10YR ''. SAAVY'LOAN joYR 5/8 . se" .01SAW. ,E.5y Vs •: SAA6 2.5...S14 J80' .• 20 4e2 SF METLAnDs 4, z DESIGN DA. TA NOS MA7ef 159 S.F. SIDENALL AREA . 74 GALS/SF 117 GALS. NO: OF BEDROOMS s , 295 S.F. BOTTOM AREA • 74 GALS/SF 218 GALS. DISPOSAL HO 1 yL �\ 5 Z EST. TOTAL DAILY EFFLUENT 990 GAGS i .� 454 S.F. TOTAL AREA GALS/SF 335 GALS. • SEPTIC TANK !moo GAL. I r..• ti vy Vr/ F7q CREEK 910 C)19 - 15.005 ' ` �• (DEP 7AIMSZTZON RU'.E&) GENERAL NOTES 414' •GRAhgFA ThL 4F0 ISLY ATED GOTS' j� . NOTE. --- -- k 1. ALL SYSTEM COMPONENTS SHALL BE VVSTALL ED IN > E)'CAvATE TO ELEV, 12,0*- OR LOWER AS AEOUIREO ACCORDANCE WITH TITLE 5 of THE: STATE SANITARY CODE DATED MARCH 1995 AND ANY LOCAL RUL ES,APPLICABLEE ' l TC REMOVE ALL LOAM AND CLAY CONTgINING 6{{ \ Q tvTEapL BENEATH THE LEACHING AREA.REPLACE 2. ANY CHANGE IN THIS PLAN MUST BE APPROVED i E;:CAvATED MATERIAL WITH CLEAN• CLAY FREE GRAVELBY THE BOARD OF HEALTH AND FERAEIRA ASSOC: \ MECHA SCALLY COMPACTED IN PLACE T, 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING A'ETLAAV DELINEATION T FLOUSAW r / } Q " NOTIFY: BOARD OF HEAL TH FOR INSPECION BY FUSw EAsr . Aw shvkw � - 4. FND. ELEV. MUST BE CHECKED WHEN COMPLETED.-� r AS FLA6GIN6 NIAVBERS Ft�7 THIS PLAN ZS A REVZ514V OF A PLAN ; 1, , Z LEGEND LIQ i DATED ocTGeER 2� l9 gs WITH REv1sED 5. THESE ELEV, INUST NOT BE CHANGED W,T THOUT W/ DATES OF 11/1/94 !2/9/94 1/31/97 THE BOARD OF HEAL TH APPROVAL t t - i ALSO 9/19/97 s 9/25/97 6. BOARD Of` HEAL Tp INSFbzCTION REQ D, WHEN EXCAVATED ...__ !RESERVE AREACALCLCATIQ�SI '• �'! - -- �- (REVZSELC MAY !$ !999 FOR ADDITIONAL NDTESI`. I Zo ---EXIST. GROUND ELEV• BENCH XAR/L• 1AW01 e1. 49.57 ra O y top flange Dolt adjacent to O N , letter N In Yard 'OP£N` on 29' x JO' x 50X - 445 SF ver - 24 --FINISH GROUND; ELEV. .,,.;..� •, - ' `' hydrant located !n YARYWTH 29• x 1D• x 50X - 145 ti m ,. �' . - : SEWAGE DISPOSAL SYSTEM..PLAN 15' north of DRJFTMOOO LN. 1 4' x $0' x 5OX - 20 SF q Oj . g 8' east e/ pole no. s j RESERVE AREA TOT.iL - st0 SF Z0.0o PIPE INVFrRT ELEV. 5; - -`� PREPARED FOR 'VARIANCE REOUESTS FRIM 310 CMR' -v- " c ® TEST PIT LOCATION 15.211 MINIMUM SETBACK OISTAAJCES F-070 SEPTIC TANK l - JOHN NOONAN 1. STRECTUN SETBAM PLAN REFERENCE, r e !0• IS REQUTAEO TO U71EES LEACHINS AREA \ . ' w '.. 5• IS 5Tp«N AND REOUESTm LAND COURT PLAN ` O DISTRIBUTION BOX f • a y f. - L O T .:8 NORTH D,ENNIS ROAD' 2. PROPERTY LINE SETBACK NO. 23382B 10' IS REQUIRED TO THE LCAC01W AREA S' IS SMW AAV REOUESTEO .?. 84?QOUAW VESETATED A'E7LAAV SE7R4CX !OO' IS REQUIRE!! To THE LaaaHs AREA F. E.M.A. MAP NO. BI' IS SSV«N TO VE MAURY s REOU£STED 25001,6 e7002O 70' IS $ WN TQ TAE RESERVE s WOUESrEO- - - - - SEC T ' 4'C.1.aR'SCH 40 PVC;',.. Y_ AAMOl1THMASS. +.•}•kt+a•w•n•x• 4 oar r. FzeER PIPE -TIGHT JOINTS `��'r.•jS•, - - - t^.. --.-_ PROPERT! LINES{ s • c •y c- OESISNEO: SAP DATE l�EAREIRA' ASSOCIATES r --+ SETBACK CcISTA(JCE } y e ti ? DAMN.: hp scaLE As syoHnf 1.31 SPRING BAR$ ROAD s 'Y� LFALNfOUTH MASS CHECKED .,as DRAMING NO. 0312MY ' - .. .. ;. � ' . ... . -:. .:..:� .: '.. - ., i+ r z .. � 1 < r .r '..'..i; r ., z >T"wi : r �' V• i �}�r:-�ii�.`.4kD�3:�`..w! xti.*.i�.'z :ert:�.n!: .. - ....: .•:. •• :: .. ., r , - .., �: '4: n. .. J ...d. ..... eana,d!$z'lL�'i+°•k.. �...<ik..b.);'v.. ,. .,n • SI!...ek>4•.•nd... ._e..... au ..%..r�Ss ..-.x ,..�,,,`!.- ,? v 4 tou V, AREA PLAN SCALE' 1 "- 30' NOTES; EL EVA TIONS BASED ON M. S. L. FLOOD ZONES - "B' G 'A4' fel. 51 TOWN WATER ON SITE " omw av sEprxc s-esmv twx7w,v zo, er Lor LxAv TOP FMD SSM'T FL FINISH GRADE SYSTEM TEM EROFILE NOT To SCALE FINISH GRADE OVER TANK EQUALIZERS GAS DIST. BOX "Is FISAPUC YAW LOT 9 BAFFLE TO BE INSTALLED ON A 4* WDELEVEL STABLE BASE NOTECANTZLEVOW z(. FROPOSEV LEA0aW DerK SSFrrC TANKALL .9 RMUFF xL JWrLTRA TOW WrM TRENCH LENGTH 7086 CaVTAIWD3`*5' OF STOW AO"O t So' x S* -10* - 2' TO BE INSTALLED ON A IN FRENCH "XAS 00 MEr ASO jo is zo 4 LEVEL STABLE BASE mom Jm 7w "TLM rp Ve siprxe aim SYSTEM rAXLA IT IS 7V OE 4 sw `5 'MIN. HEIGHT 0 XASTAU90 �W "ff AUWY L"TMX. AO NOTE.' DO NOT RUN HEAVY Y EOUIPMEN T OVER SYSTEM 0 rEM ABOVE OBSERVED j7 FXNZSN BUM OMM S.A.S. a. 01.5 GROUND MATER fie'SME AOWA zo V LEACHING INFIL TRA TOP SECTION NOT TO SCALE SOIL AND PERCOL A TION DA TA SCALE 10-10* % AvrE, FOR FINISH GRADE FERO 'D A. T 4e SEE SYSTEM PROFILE LESS imm 2 Pawilv. FJ 1\ 1/2 MIN. 2 1/8, M tAl.' #A TM UrS TINS BERN WASHED S TONE PERC. RA TE -<,ff rXIA -So - W R&MIA1 02 IMIN.) TAKEN BY RXCHARD FVW-XA4 WITNESSED BY PETER fiRYAN7W F2 DATE 'SEPTEMBER 24,1996 Jo.; it - 76 4"DIA. PIPE TEST PIT ELEV. 0) 23.0 0 10.8 Trsr (11 TEST 0 % % NATURAL SOIL 3x EFFEC rI VE x DEPTH 7' 314"-1 J12" WASHED STONE �x N \\ f� 1 (�j' I J12 MUDDY U EFFECTIVE WIDTH F4 0��x 2i?' EXCAVATED SIDEWALL *v 4d A 'NUMBER OF TRENCHES� I F.' %L A07e IF AN OW 'Wrre Sys7EW.TS 9NCV(^7S9= Joel JW7ALEM ro Avrrry iw aa4m CK ArAL rN LOT 8 Am FENWrm AMWIA 7W ATIOR TO AdwvAL - NUMBER OF rNFrL TRA TORS 4 [TXDAL)%e M 100 SF TOTAL) Y JZ 518 SF UPLAND 'A' ISAAVY LOAN JOYR " OR. .SAAVY LOAN JOYR 5/6 .C.f SAAV 2.5E 5/0 SAAV ?;5y, or/4 les I SAAV 0,5Y 614 'A SCH 40 PVC ti SAAVY LOAN OR if, CAST IRON LEES I OY19 $12 7' 1500 GAL. K. • REINFORCED CONCRETE SA EQUALIZERS GAS DIST. BOX "Is FISAPUC YAW LOT 9 BAFFLE TO BE INSTALLED ON A 4* WDELEVEL STABLE BASE NOTECANTZLEVOW z(. FROPOSEV LEA0aW DerK SSFrrC TANKALL .9 RMUFF xL JWrLTRA TOW WrM TRENCH LENGTH 7086 CaVTAIWD3`*5' OF STOW AO"O t So' x S* -10* - 2' TO BE INSTALLED ON A IN FRENCH "XAS 00 MEr ASO jo is zo 4 LEVEL STABLE BASE mom Jm 7w "TLM rp Ve siprxe aim SYSTEM rAXLA IT IS 7V OE 4 sw `5 'MIN. HEIGHT 0 XASTAU90 �W "ff AUWY L"TMX. AO NOTE.' DO NOT RUN HEAVY Y EOUIPMEN T OVER SYSTEM 0 rEM ABOVE OBSERVED j7 FXNZSN BUM OMM S.A.S. a. 01.5 GROUND MATER fie'SME AOWA zo V LEACHING INFIL TRA TOP SECTION NOT TO SCALE SOIL AND PERCOL A TION DA TA SCALE 10-10* % AvrE, FOR FINISH GRADE FERO 'D A. T 4e SEE SYSTEM PROFILE LESS imm 2 Pawilv. FJ 1\ 1/2 MIN. 2 1/8, M tAl.' #A TM UrS TINS BERN WASHED S TONE PERC. RA TE -<,ff rXIA -So - W R&MIA1 02 IMIN.) TAKEN BY RXCHARD FVW-XA4 WITNESSED BY PETER fiRYAN7W F2 DATE 'SEPTEMBER 24,1996 Jo.; it - 76 4"DIA. PIPE TEST PIT ELEV. 0) 23.0 0 10.8 Trsr (11 TEST 0 % % NATURAL SOIL 3x EFFEC rI VE x DEPTH 7' 314"-1 J12" WASHED STONE �x N \\ f� 1 (�j' I J12 MUDDY U EFFECTIVE WIDTH F4 0��x 2i?' EXCAVATED SIDEWALL *v 4d A 'NUMBER OF TRENCHES� I F.' %L A07e IF AN OW 'Wrre Sys7EW.TS 9NCV(^7S9= Joel JW7ALEM ro Avrrry iw aa4m CK ArAL rN LOT 8 Am FENWrm AMWIA 7W ATIOR TO AdwvAL - NUMBER OF rNFrL TRA TORS 4 [TXDAL)%e M 100 SF TOTAL) Y JZ 518 SF UPLAND 'A' ISAAVY LOAN JOYR " OR. .SAAVY LOAN JOYR 5/6 .C.f SAAV 2.5E 5/0 SAAV ?;5y, or/4 les I SAAV 0,5Y 614 201 482 SF kETLAAVS DESIGN DA TA 159 S.F. SIDEWALL AREA .74 GALS/SF 117 GALS. NO. OF BEDROOMS FRI \\ 295 S F.BOTTOM AREA - 74 GALS/SF 218 GALS. DISPOSAL AV EST. TOTAL DAILY EFFLUENT 330 GALS.� 454 S.F. TOTAL AREA GALS/SF 335 GALS. SEPTIC TANK $500 GAL. J w/ CREEK 4. 310 CmR - 15.005 (D6011 77UMXTXaV RIME&) 06QAAVFATHS?EO XSMA7S7 LOTS' GENERAL NDTES 1z, NOTE: 1. ALL SYSTEM COMPONENTS SHALL BE INS TA L L ED IN EXCAVATE VA TE TO EL E V. 12 - 0 t OR L ONER A S REQUIRED A CCORDA NCE WITH TITLE 5 OF THE S TA TE SA NI 7-A R Y CODE DATED MARCH .1995 AND ANY LOCAL RULES A PPL TO REMOVE ALL LOAM AND CLAY CONTAINING ICABLE MATERIAL BENEATH THE LEACHING AREA. REPLACE 2. ANY CHANGE IN THIS PLAN MUST BE APPROVED ExcA vA TED mA TERIA L WITH C1 EA N, CL A Y FREE GRAVEL BY THE BOARD OF HEALTH AND FERRErRA ASSOC. MECHA/ ICALLY COMPACTED IN PLACE 3. WHEN CONSTRUCTION IS COMPI-ETED, PRIOR TO BACKFrILING:�. WETLAAD DEL_rAEArraV FMVrShW It NO TIF Y BOARD OF HEALTH FOR INSPECTION. BY 'FUGRO EAST, AAV ShVAW ED,, hom, WS PLAN IS A REVISION OF A PLAN 4. FMD. MUST BE CHECKED WHEN COMPLETED- ...... AS FLASGrA6 ~ERS FJ -F7 5. THESE ELEV,MUSr NOT BE CHANGED JWITHOUT, DATED OCTOBER 2Z 19W WITH R6Vr_qEO LEGEND I I DATES CF 1111I96 121919K $131197 THE BOARD OF HEAL TH A PPRO VA L ALSO 3119197 6 SV25107 6. BOARD OF HEALTH INSPECTION REO'0 WHEN EXCA VA TED (RESERVE AREA' CALCMA7170%57 BENCH m4w XNW1 al. 49.57 EXIST. GROUND ELEV. to (ACVrSEa MAY 12 199-9 FOR AwmraVAL NOTES) top flange bolt adjacent letter IV In word 60PSVO on 29' x 10' x 50S 5F 24.—FINISHGROUND, ELEV, hydrant located In YARMOUTH 29' x 10, x Box J45 SF F 15' north of M1F7kDW LN. 4' x 10' x Box - 00 SF PIPE INVERT 9LEV.• SEWAGE DISPOSAL S YS TEW PL A N 68' - east of Palo no. 6 RESERVE AREA TOTAL 310 SF PREPARED FOR • VARIANCE REOUESTS FAN 310 CW TEST PIT LOCATION �15211 MINIMN SE7R4CK DISTANCES% Ire/ _J. STREETLINE S£TBALTC, `x'. 0_O SEPTIC TANKJOHN NOONAN W YO' ls REOLUATO 7W L&4aaNS AREA PLAN REFERENCE, 5' IS SMW AM RE&CSTEV LAND COURT PLAN C3 DISTRIBUTION BOX LOT 8 NOR TN DENROAD,NIS, 2. A70PERTY LrW SETBACK NO. 23382B JO' IS RSWrAW TO THE LEAaa)VG AREA 4'C. I. OR SCH 40 PVC U S' IS SMW AAV REWESMD S4 YARMOUTH MA SS 3. Baqomrhv VESETATED kEnAAV SEMACK' 4*arr.F1BER PIPE -TIGHT JOINTS J joc is Rsoulflw To THE LEACHING AREA F.E.K.A. MAP MO. 84- IS SMW TD TIE PRIAURY 8 ASWESTED RM015 00020 70' IS SMW TO TAE RESERVE S REMICSTE7-- r SAP w Jp Imm: PROPERTiI LINE . S DESIGNED: DATE: FERREIRA ASSOCIATES . , SETBACK DISTANCE DRAWN. SCALE' As ShOMI.V 1.31 SPRING BARS. ROAD FALMOUTH MASS. CHECKED: ss: DRAWING NO.' OS12991f MAP SEC PCL LOT HSE 'A SAAVY LOAN I OY19 $12 7' • SA 10 YR 515 is. Cf SWAV SAA® 2.5), 614 ISO 201 482 SF kETLAAVS DESIGN DA TA 159 S.F. SIDEWALL AREA .74 GALS/SF 117 GALS. NO. OF BEDROOMS FRI \\ 295 S F.BOTTOM AREA - 74 GALS/SF 218 GALS. DISPOSAL AV EST. TOTAL DAILY EFFLUENT 330 GALS.� 454 S.F. TOTAL AREA GALS/SF 335 GALS. SEPTIC TANK $500 GAL. J w/ CREEK 4. 310 CmR - 15.005 (D6011 77UMXTXaV RIME&) 06QAAVFATHS?EO XSMA7S7 LOTS' GENERAL NDTES 1z, NOTE: 1. ALL SYSTEM COMPONENTS SHALL BE INS TA L L ED IN EXCAVATE VA TE TO EL E V. 12 - 0 t OR L ONER A S REQUIRED A CCORDA NCE WITH TITLE 5 OF THE S TA TE SA NI 7-A R Y CODE DATED MARCH .1995 AND ANY LOCAL RULES A PPL TO REMOVE ALL LOAM AND CLAY CONTAINING ICABLE MATERIAL BENEATH THE LEACHING AREA. REPLACE 2. ANY CHANGE IN THIS PLAN MUST BE APPROVED ExcA vA TED mA TERIA L WITH C1 EA N, CL A Y FREE GRAVEL BY THE BOARD OF HEALTH AND FERRErRA ASSOC. MECHA/ ICALLY COMPACTED IN PLACE 3. WHEN CONSTRUCTION IS COMPI-ETED, PRIOR TO BACKFrILING:�. WETLAAD DEL_rAEArraV FMVrShW It NO TIF Y BOARD OF HEALTH FOR INSPECTION. BY 'FUGRO EAST, AAV ShVAW ED,, hom, WS PLAN IS A REVISION OF A PLAN 4. FMD. MUST BE CHECKED WHEN COMPLETED- ...... AS FLASGrA6 ~ERS FJ -F7 5. THESE ELEV,MUSr NOT BE CHANGED JWITHOUT, DATED OCTOBER 2Z 19W WITH R6Vr_qEO LEGEND I I DATES CF 1111I96 121919K $131197 THE BOARD OF HEAL TH A PPRO VA L ALSO 3119197 6 SV25107 6. BOARD OF HEALTH INSPECTION REO'0 WHEN EXCA VA TED (RESERVE AREA' CALCMA7170%57 BENCH m4w XNW1 al. 49.57 EXIST. GROUND ELEV. to (ACVrSEa MAY 12 199-9 FOR AwmraVAL NOTES) top flange bolt adjacent letter IV In word 60PSVO on 29' x 10' x 50S 5F 24.—FINISHGROUND, ELEV, hydrant located In YARMOUTH 29' x 10, x Box J45 SF F 15' north of M1F7kDW LN. 4' x 10' x Box - 00 SF PIPE INVERT 9LEV.• SEWAGE DISPOSAL S YS TEW PL A N 68' - east of Palo no. 6 RESERVE AREA TOTAL 310 SF PREPARED FOR • VARIANCE REOUESTS FAN 310 CW TEST PIT LOCATION �15211 MINIMN SE7R4CK DISTANCES% Ire/ _J. STREETLINE S£TBALTC, `x'. 0_O SEPTIC TANKJOHN NOONAN W YO' ls REOLUATO 7W L&4aaNS AREA PLAN REFERENCE, 5' IS SMW AM RE&CSTEV LAND COURT PLAN C3 DISTRIBUTION BOX LOT 8 NOR TN DENROAD,NIS, 2. A70PERTY LrW SETBACK NO. 23382B JO' IS RSWrAW TO THE LEAaa)VG AREA 4'C. I. OR SCH 40 PVC U S' IS SMW AAV REWESMD S4 YARMOUTH MA SS 3. Baqomrhv VESETATED kEnAAV SEMACK' 4*arr.F1BER PIPE -TIGHT JOINTS J joc is Rsoulflw To THE LEACHING AREA F.E.K.A. MAP MO. 84- IS SMW TD TIE PRIAURY 8 ASWESTED RM015 00020 70' IS SMW TO TAE RESERVE S REMICSTE7-- r SAP w Jp Imm: PROPERTiI LINE . S DESIGNED: DATE: FERREIRA ASSOCIATES . , SETBACK DISTANCE DRAWN. SCALE' As ShOMI.V 1.31 SPRING BARS. ROAD FALMOUTH MASS. CHECKED: ss: DRAWING NO.' OS12991f MAP SEC PCL LOT HSE ♦�.,, .e, -.- ..•s,,.- .,.«..._ <,-...-..cm^^ ,...+. _.-.war. ., - .. , . .. , " .w . ,•.-.,.rix. .. .. .. .. :. .. ;. y, ._ ,__ .: ..,, , .... ':.. ::-.,.. -.:. ., - AREA PLAN SYSTEM PROFILE L ` a ♦ TO IXCAYFEA Il0( .ND TORA To STAAKE S.A.$. roues r FY SCAL E 1 "= 30 - • ROVVAL AM l04hNL TAV OF S.A.S. FINIsf/ GRADE: NOT TO SCALE V Hrr,,r 9vi' FINISH GRADE NOTES,' FINISH GRADE 1.15 �E OVER TRENCHES Z f paw OVER TANK ELEVATIONS BASED ON M. S L roP FND FLOOD ZONES 'B' ; 6 'A4' (el. 5) •r• j ta,ao- TOWN WATER ON SITE c zC scr ao Pvc y N / 00 T: CAST 'IRON LEES S: 18.84 a o p 4-0 n . ; °q. Wo HOLa'E as BWTIC SYSTEMS " 1500 GAL /KI7RIM So- a• LOT LIMES 'T. FLA :' : T `.' 18.50 BSM 1. EQUALIZERS Locus : T +1 • REINFORCED � DIST. BOX • tsoo eAc. - L4 . r ,p CONCRETE '; BAFFLE •� s-: ,/ s . :• • : i �I. SEPTIC TAW �• .>' LOT 9 : � (( .... I - . ,'- TO BE INSTALLED ON A • •= '•==� =• ' i 4 KrdE LEVEL STABLE BASE : CAMTILEVEREO L`' -/ rYN (4) SEPTIC : TANK V to 5 TRENCH LENGTH DfOr - ALL ROOF RUNOFF CAU4NEDr8 \L4 a f -•"zt J' -6I' OF STMEE AMAID TO BE COWTAINm U+aEReslrM zL r so• x s•-ro' e• TO BE INSTALLED DNA 90' - D' IN FAENCN p7AINS �~ Q h ME fMK1•ILE) MOT£ IN 7w Furuw- ri VE SEPTIC lL: fe t• 0 6. LEVEL STABLE BASE °row fAlca rr rs ro AE I `- - \ .M Joe. 5'MIN.HEIGHT \ •7IlBER INSTALLED JN 7hE PItIMAAY LOCA7I4W. SL - '[L.SI s�•ao'�o . `o AE7AINIM7MALL NOTE.' DO NOT RUN HEAVY EQUIPMENT OVER SYSTEM ,. ABOVE OBSERVED ♦TMISM SRAW MW S.A. lt. P1.d GROUND MATER PROPOSED rveof \ SL -� ava • a.r. ' \\\ Q��{m LEACHING INFIL TRA TOR SECTION - r TL \ ° :a NOT TO SCALE 6CALE t •-!o SOIL AND PERCOLA TION DATA IN PROW Of T \ \ Ems. hi CAMrIL[VQ •M OE[X 5• \ tom- �t •� \ to FOR FINISH .GRADE - PERC'D Af4B' -\\�\�.`~\ °�`,`/ _ SEE SYSTEM .PROFILE - ' [ESS THAN 2 MIN/1N.: \\ s - MIN.2" - 1/B" 1/2" .irA'v' ,P 5s%FY� r;F"A'�,F'•� , �.0 ri,•'rR"ra/•F'r�,` k A'.r, f ,�'1 WASHED STCNE _ PERC. RA TE7. - - -c.a MIN/IN. JJ i W/ m4 1p \\ \ sWAYmm tiFIXISTrA o TAKEN BY RICHARD FERREIRA .•(12 MIN 1 MITNESSED BYdRYANTOW DATE TEMBER 26, 1996 srof2 �`� �low.uNrr , .• •�:, » PIT ELEV. !) 29.0 (2) 19.6 4"DIA.PIPE .. •' •: .... ••.• ~•�- TEST !1) TEST (21 `\\\ NATURAL SOIL • : EFFECTIVE •'. Q DEPTH. 7. L =n �•��w .1••r qr • r \ \ n 9/4"-1 1/2" 1 :: :''•', .•;•e,. , '/'.. .... ! .. MUDDY ,� �7 � � n1 rQ WASHED STONE �� •.i•'i �•• ,•, e: 'r•'•' ... .'a..l,, �'.. ',�,'': 'r •• • yoL \ Iq \ O EFFECTIVE WIDTH • • 22' F4q ��N R r� \ �` ' EXCAVATED SZOEWALL \ NUMBER OF TRENCHES I_ v1 fo \ \ \ 8 Au �Lum ro AvTx"r Ine � or MA NUMBER OF INFIL TRA TORS 4 Yoe, • LOT O L Qb \u\\ \ AAV fEfd4EIRA ASSOCIATES PRION TO REWVAL. (TIDAL) \ 00 SF TOTAL) / \ ' 120, A' SAAVY LOAM - tOYR 312 9' SAM7Y LOAN 10YR 5/6 ICY. SAND ?.5Y 5/6 SAAV 2.5Y 6/4 's. SAAV ?.5Y 6/4 'A' SAMTY LOAM 10YR g/2 B. SAMTY LOAM IOYR 5/6 .n,. , SAAV 2.5Y 5/6 W j SAAV Z.5Y 6/4 : ��• 1 -\ - rd 12, 618 SF U°LAND v/ N \ \ �: i NO SROtMWATER 20, 482 SF METCAAVS .� 1 \ DESIGN DA TA ENOQ To+m 159 S: F. SIDENALL AREA .74 GALS/SF 117 GALS. NO. OF BEDROOMS s 21DISPOz AL 295 S.F. BOTTOM AREA • 74 GALS/SF 218 GALS. EST. IOTA n v yL \\ EST. TOTAL DAILY EFFLUENT 990 GALS. .e \� 454 S. F. TOTAL AREA GALS/SF 335 GALS. SEPTIC TANK 150o GAL. �".,A v./ m/ 1 Fes{ - CREEK �••'`�. w. '4. 910 CNR - 15.005 (DEP TRANSITION SEs) GENERAL NO TES 1 T%% \ 'GRANDFATHERED ISOLATED LOTS• , wi NO TE: - ----- -- - - -- \._ �A // 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN Z' ACCORDANCE WITH TITLE 5 OF THE STA TE ' SANITARY CODE (� W EXCAVATE To ELEV. lz.o'- OR LOWER As REouIRED DATED MARCH 1995 AND ANY LOCAL RULES APPLICABLE TO REMOVE ALL LOAM AND CLAY CONTAINING MATERIAL BENEATH THE LEACHING AREA.REPLACE 2. ANY CHANGE IN THIS PLAN MUST BE APPROVED Fe EXCAVATED MATERIAL WITH CLEAN, CLAY FREE GRAVEL BY THE BOARD OF HEALTH AND FERREIRA . ASSOC. MECHANICALLY COMPACTED IN PLACE 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING 1 - NOTIFY BOARD OF HEAL TH FOR INSPECTION METLAND DELINEArzom FuWTSHED "-'Ct MomMo4. FND. ELEV. MUST BE CHECKED WHEN COMPLETED BY 'FUGRO EAST'. . AND SHOWN , THIS PLAN IS A REVISION 09"A PLAN AS FLAGGING NUMBERS FS -F7 , Z' LEGEND DATED OCTOBER 22 1996 WITH REVISED 5• THESE ELEV. MUST NOT BE CHANGED WITHOUT .DATES OF 11/1/96. 12/9/9a, 1/91/97 THE BOARD OF HEAL TH APPROVAL ALSO 9/19/976. 9/25/97 6. BOARD OF HEALTH INSPECTION REO'D WHEN EXCAVATED i i (RESERVE AREA' CALCULATIONSI - ----- - Ic ---EXIST. GROUND EL EV. _.-- ! - (REVISEQ' MAY 12, 1999 FOR ADDITIONAL N07=) (REVISELt a/i)LY 12 199-9) BENCH MARK' 11W81 el. 49.57 _ i top flange Dolt adjacent to t O -24-FINISH GROUND ELEV. + t letter N in ward 'OPEN' on ?9' x 10' x Sof - 145 SF \.�. v/iO hydrant located 1n YARMOUTH 29' x 10' x Sof - 145 Sf " `� SEWAGE GE DISPOSAL SYSTEM PLAN . 15' north of DRIFTWOG7. LN. 41 x 10' x Sof - 20 SF - j ti �m 20.00 PIPE INVERT ELEV. a B• east of Pole no. 6 RESERVE AREA TOTAL - 910 SF �. vv. PREPARED FOR 'VARIANCE REOLESTS FROM 910 CMR' - --! 070 SEPTIC TANK / + TEST PIT LOCATION ; X5;21! MINIMAM SETBACK DISTANCE'S ` +M/ � /r JOHN NOONAN 1. STREETLINE SETHACK'- PLAN REFERENCE ! ` %" ,.'` LOT 8 NORTH DENNIS ROAD t0' is REOUIRm TO THE LEACHINS AREA =- -- 1 %' ❑ DISTRIBUTION BOX r ,r 5' IS SMW AM REOUESTm LANG COURT PLAN ?. PRqPEIirY LINE sErBAcr No. 233828 4 •c. I. OR SCH 40 PVC r r = YARMOUTH MASS IO' IS RmrRm TO THE LEAavim AREA - - 5' rS SM W AAV REQUESTm ' s. BO�ERINs VESETATm METLAA9 SETBAar ,.w 4'BIT.FIBER PIPE -TIGHT JOINTS Too is REOUIRm >b TME LEACHIAW AREA F. E. M. A. NAP NO. �` J " BI• IS SM w TO ffiE PRIMARY a REQUESTED 250015 0002E �. ' r \ t DESIGNED: SAP DATE: MAR• ! 1Z 1999 7o Is shaMN ro n+E RESERVE s ReouEsrED- - - - - - - - PROPERT; LINES T y ,T, (( FERREIRA ASSOCIA TES _> SETBACK DISTANCE '' " <<� 4c "" DRAWN W :. SCALE.•AS SHOW 131 ,SPRING BARS ROAD F.: J� i CHECKED : 6s DRAWING NO.' 091299Y FALMOUTH -MASS. MAP JSEc JPCL ILOT :HSE - H, r, DATE c� - r r- S t� AREA PLAN S YS TEM PROFIL E WOM FOWYM ASSOCIATES TO STAY B.A.B. MAW SCAL E. 1 30 FINISH/ GRADE NOT TO SCALE TO AM fZN44L A J OF SAAV TV Vg)U" .A $. NOTES. 3 - FINISH GRADE FINISH GRADE WEAR CREEK Z 2 ,• .� - - -- OVER TANK OVER TRENCHES ELEVATIONS BASED ON M. S. L. TOP FNC FLOOD ZONES - 'B' 6 'A4' (el. 5) «` , ' : `.:. r.::. :, ., • , TOh�N WATER ON SITE ( x a' SCH 40 PVC /}! O p :. OR �.Oo i�. *: CAST IRON LEES 19-Ao I•7 S_ , �•'• =.: 18.84 i ;,..:. Gw nmAf oa a -1.o sXAV BSM'r FLR •. i7 �4 I9.Z4 19,oO Locu (wtTNlweo•aFcarunFl '•- °' 1500 GAL. ,1 .EQUALIZERS 1$.5O REINFORCED :j GAS DIST. BOX fa00 SAL. .e CONCRETE LOT 9 r8�T78 TAN J / c: ,J, FFLETS BE INSTALLED ON A �•.wr0e �` - _ LEVEL STABLE BASE O • • - PROoOS LF54CHrAw Nor, ' wrILL O L -- TRETRTI wITN ru SEPTIC TANK �t,.5 ALL ROOF RUJL3�F ` L4 l s• ZWZL7RA7VW htrri TRENCH LENGTH TO BE CONTAINED LL \\ tL s• -a• OF MAW ARO&M IN FRENC!/ DRAZNs so' x a,-10• - r, TO BE INSTALLED ON A _ r 15 00 6; rsEe fwa•rc0 LEVEL STABLE BASE ulf T ZFUTf4.E js aFP aFPTIC s Q•,M 90 0 1M4TAutD IN TWPANARY LOCAFTM. ' t! -� 5'MIN. HEIGHT 00 11 NOTE.• 00 NOT RUN HEAVY EQUIPMENT OVER SYSTEM ABOVE OBSERVED 0 FIMBR 014DE OvtR 8.A.8. Q, ar.6 � _ GROUND MATER ' LEACHING 7NFIL TRA TOR SECTION ' •-�.... . , �?t.a moi... ..•J`5'Y :. H :_.1"mow• Q.}a, st, _^ "'n'° ~'�� �.'so, SOIL AND PERGOLA TION DATA NOT TO SCALE w?�AUTC FON FINISH GRACE - PEW D AT: 48' /I\ SEE SYSTEM PROFILE f l\ \ /YS\ LESS THAN P NSN/lN: 7121MIN.) ' wAv N EXISTING B£fal WASHED srcNE PERC. AA TEyOTO REMAIN • i TAKEN BY RiL7iAf�l FERREIRA _.;:.. ,: is:u:+. !Ta :: WITNESSSEP B7)ER E�6T 1398 ANTQN i _ is-.. . .•rg f •i Ct�•� r.-•.. - DA TE F2 ��� ` lo�•l\\ ` 7b, crNlr O ,g 4 •� ',:q:j.. .;r'.., . L'IA. PIPE ; ; • TEST PIT ELEV. (1) 23.0 0 18.8 TEST (1) TEST !2) �. .... . NATURAL SOIL �, x:,1.0 ,.• ''� `4 ' ` EFFECTIVE - \'_ .. ..,, +_oN=' F' Ol Z I i •/ . •,• •. DEPTH 4. cai. L r \ (� 3/4"-1 1/2" 4,•:,0'.,.1. •'/ ••- a - 7 MUDDY �9 �` ` '�' : `� WASHED STONE �• • :i • •: :.• ;.�� a :,,NC •:. •��. �.'.::� :•'• FA �1yQy.. EFFECTIVE WIDTH 2P. \.`�' EXCA VA TEL' SIDEWALL' ^NUMBER OF TRENCHES 1..9.- / w AOTE 7F AN GLO SEPTIC SWI N IS O.COR.M7M= JOB,. LOT 8 0^ „�`� �, 8 ANTAL MAWS W&WMM9 TO a� NUMBER OF INFIL TRA TORS (TIDAL) (3$ 100 SF TOTAL) 1 fcs 'A' SAAVY LOAN fora B/e, e• .SAMY LOAM f0YR AIS I •cf- I SAAC 2.5Y 5/6 •c2'- • 2.5Y, 6/4 .C3. P, SAAV < - - 12, 618 S!' LI°LAA47 \ !. ,. ------ 20. -- e 20. 482 SF NErLAAVS MT ®90LAOJMATFA N r j W DESIGN DA TA Av &-v pA 159 S.F. SIDENALL AREA .74 GALS/SF 117 GALS. NO.OF BEDROOMS 3 . 74 DISPOSAL' NO 295 S. F. BdTTOM AREA GALS/SF 218 GALS. EST. TOTAL DAILY EFFLUENT 330 GALS, �,.• �r.� 454 S.F. TOTAL AREA GALS/SF 335 GALS. SEPTIC TANK 1�0 GAL. CREEK w/ r 310 cm - 15.005 , (DEP rRANsrrZ N RUES• GENERAL NOTES_ �• `. \ v� v./ i 4n I •BRAACIFATHEREO ,ISOLATED LOTS' NOTE.' - = '� - 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN x 1._ EXCAVATE TO ELEV. 12.0'- OR LOWER AS REQUIRED ACCORDANCE WITH TITLE 5 OF THE STA TE SANITARY CODE TO REMOVE ALL LOAM AND CLAY CONTAINING DATED MARCH 1995 AND ANY LOCAL RUL ES. MATER;AL BENEATH THE LEACHING AREA. REPLACE 2. ANY CHANGE IN THIS PLAN ,MUST BE APPROVED r" 1 �d - EXCAVATED MATERIAL WITH CLEAN, CLAY FREE GRAVEL BY THE BOARD OF HEAL TH AND FERREIAA ASSOC. ra MECHANICALLY COMPACTED IN PLACEMPLETED PRIOR TO BACKEIL'L!/VG 3. WHEN CONSTRUCTION IS CO WErLAAV DELznF-ArrOw FLi'bVI^•HEO i \` ; �, f - NOTIFY BOARD OF HEALTH FOR INSPECTION, BY 'FusRo EAsro. Asmw 1 Q NOTE ND 4. FND. ELEV, MUST BE CHECKED WHEN COMPLETED. AS FLAS61N8 AW 96W Ft -F7 "N � LEGEND THis PLAN Is A REVIsrON OF A PLANZ DATED OCTOBER 2Z 1996 WITH REVISED 5. THESE ELEV; MUST NOT BE CHANGED WITHOUT ' t 111 w/ DATES OF 11/1/96,, 12/3/94 1/31/97 1 THE BOARD OF HEALTH APPROVAL t - 1 ALSO 3/19/97, B 3/25/97 ' 6. BOARD OF HEAL TH INSPECTION REO'D WHEN 'EXCAVATED (RESERVE AREA' CALCMATIONS) fiDvVH 1W1L'C (RHM el 49. top f7sn9e bolt adl57 i 1 O O '-`EXIST. GROUND ELEV, ' (REVISE& MAY 12, 1999 FOR ADDITIONAL NOTES) aeent tO - � O � ; letter N oc word 'OPEN• on 29'. x 10• x 50S - 145 Sr . 7 v/i ---24--FINISH GROUND ELEV, SEWAGE DISPOSAL SYSTEM.: PLAN - Hydrant located 1n YAAYOUTH 29' x 10' x 50Z - 145 SF ' ,ti ~+' 15' north of DRIFTMOQO LN. 4' x f0' x 50X - 20 SF h p�+ } i " 8 B' cast of pole no. 6 j RESERVE AREA TOTAL - 910 S' •, vt/ 20.00 PIPE INVERT ECFV. 4' '� .+ ¢ PREPARED FOR 'VARIANCE REQUESTS FRAM 310 C/W' , ® TEsr PI r LOCA?ION 15,211 NINIM6 S SETBAdI DISTANCES i`' ` ,Y/ - 1. STREETLINE sE SALYC PLAN REFERENCE, 1 sEPrlc TANK Y - . J JOHN NOONAN 10' IS REOUIRtD TO THE LEACHING AREA - ;r''}6 r' ' ,r - : 5' IS ShVW AW REQUESTED LAND COURT PLAN a DISTRIBUTION BOX - LOT. 8 NORTH DENNIS. ROAD P. PROPERTY LINE SETBACK ' r - - i'. l0' IS REQUIRED TO TAIf LEAdiING AREA N0. 233828 4 •C. I.OR 5CH 40 PVC �-- - YARMOUTH MASS . 5' IS S W AAV REOUEST£O !a,� s. BORDERING VEGETATED WETLAND SETBACKa'BIT. FIBER PIPE -TIGHT JOINTS too • IS REQUIRED TO 7T'L° L£ACHINs AREA F. E.N.A. NAP N0. 84' IS SAW To TAE PRIMARY G REOWSr£D 250015 00020 �.:. : - 70' IS SVW TO TALC RESERVE S R06EST£D- PROPERT; LINES j rti y DESIGNED: SAP DATE NAgCN 1E 19A9 FEf?REIRA ' ASSOCIATES ._..a• SETBACK OISTA CE 7` w j� •' N r DRAWN. hp scaLEAs sHDwN 131 SPRING BAR$ ROAD ' [ZA�PSEC PCL LOT HSE CHECKED: SS' DRAWING No. 031299Y FALMOUTH MASS _. ..., ....., .-. --.- .. .. ..:.. .. :.. .'. ..:".: : G. '...': .... woR .; .rt y 1 f,; 4 xx;' aY: 'JAY yYI•:i±i X, 2p ) w.f.. �F �w -h< _. :: a .. .. ,. . .. ..._.a P. ... .., l -a' 1 .A „p..a., 9.> i 4 .� n4f. •`�'.... rS1. . .. .. ...,_ r- ;.... ..: .... ,. _-.... ,_: .. .. .. - ...'. ..: ... AREA PLAN SCALE'.f "= 30' NO TES; �-- ELEVATIONS BASED ON M.S. L. FLOOD ZONES - "B " 6 'A 4 TOWN WATER ON SITE rA�t OTE'L ROOF RLNOFFO BE CONTAINEDN FRENCH DRAINS 11 LOT 9 M 158,00 6. y'�m t♦ � 4 wAren ad S• � ♦ � naenvr�^ _ F2 v� MUDDY � ,1 �, �9 � � ,� \ h F4q\\\\\\\ti J Y'L vv \ \ Vl/ s LOT B (TIDAL) Yc ` \ \� •N � `L N Fg \ CREEK / r—., \ •\„ \ f _ .VD DELINEATION FuwrSHED BY 'FUSRO EAST-. AND SHOWN 1 AS FLA66ING NlA M F1 -F7 jr 1 BENCH AURK.' 0a4BJ J. .9.57 l top flange Dolt adjacent to 1 Y/ letter N 1n word 'OPEN' on hydrant located to YARMOUTH 15• north of ORTrTNDOD LN. Vd g B' east of pole no. 5 `\ PLAN REFERENCE; LAND COURT PLAN NO. 233B2B F.E.M.A. MAP NO. 250015 0002D _ vi rwxLrmraw NI 1L �:- y' -a• of crave AAOLI!O FINISH GRADE S0 • 0' SYSTEM PROFILE Zo so• x a• -so• - a• MT A'KiILE/ LEVEL STABLE BASE ZL' _O �• 5 , 454 S.F. TOTAL AREA GALS/SF 335 GALS. FINISH GRADE sEPrzc TANK -1500 GAL. FINISH GRADE 20,0 910 CNR - Is. 005 TOP FND OVER TANK NOTE.' DO NOT RUN HEA VY EQUIPMENT OVER SYSTEM OVER TRENCHES r+i . c iA r y q� xh" . 4E /+ r�\�♦ ...• /e� • trv�A �.- rfio y r/� /p,M///•`f y,( 2 / ; 9'� 1 I /� // GROUND WATER Z ACCORDANCE' WITH TITLE 5 OF THE -STATE >SANITARY•CODE WExcavarE SCH 40 PVC DATED MARCH 1995 AND ANY LOCAL RULES,APPLICABLE O ' a.F. �AAEA OR. ANY CHANGE IN THIS PLAN MUST BE APPROVED _y MATERIAL BENEATH THE LEACHING AREA.REPLACE EXCAVATED MATERIAL WITH CLEAN, CLAY FREE GRAVEL BSM ' T FL R.; !, • 13.7 WHEN CONSTRUCTION'IS COMPLETED, PRIORToBACKFILLING 24 NOT TO SCALE NOTIFY BOARD OF HEAL TH FOR INSPECTION 8AL. V rAWj( 1500 GAL. 4. EOUALIZERSREINFORCED Q THIS PLAN IS A REVISION OF A PLAN 5. THESE ELEV, MUST NOT BE CHANGED WITHOUT DIST. BOJ(CONCRETEGAS ' - "poposm TnEAC FOR FINISH GRADE LEACHIAW Y IIrrN t41 ftI F.E.M.A. MAP NO. 250015 0002D _ vi w NATURAL SOIL - '•� EFFECTIVE � � �a•o /•• '• 4 .�• ' �, . .:'• DEPTH 314"-1 1/2" � •��•��i �ioe ,. .•�• • �.... ,,. ..i• 'ii" ,�.}'�• Q WASHED STONE a"•.••.. �•- ••�,P'.•i:•... ..'o.'•'. •i: EFFEC TS VE WID rH • • - a2' EXCAVATED SIDEWALL' NUMBER OF TRENCHES I `s NUMBER OF INFIL TRA TORS 4 ?oB• A' SAAVY LOAN . JOYR S/2 'B' SAAVY LOAN tOYR 5/6 •Ct SAND 2.5Y 5/6''. SAAV 2.5Y 6/4 'C3 • SAND 2.5r 6/I_ SANDY LOAM tOYR 3/2 SANDY LOAN 10 YR 5/6 •CJ. SAND 2.5Y 5/6 .47. SAND 2.5Y 6/4 rwxLrmraw NI 1L �:- y' -a• of crave AAOLI!O TO BE INSTALLED. ON A S0 • 0' SYSTEM PROFILE NO. BEDROOMS 9 , so• x a• -so• - a• MT A'KiILE/ LEVEL STABLE BASE NOT TO SCALE DISPOSAL nb EST. TOTAL DAILY EFFLUENT •990 -GALS. ' 5 , 454 S.F. TOTAL AREA GALS/SF 335 GALS. FINISH GRADE sEPrzc TANK -1500 GAL. FINISH GRADE 20,0 910 CNR - Is. 005 20.0 OVER TANK NOTE.' DO NOT RUN HEA VY EQUIPMENT OVER SYSTEM OVER TRENCHES r+i . c iA r y q� xh" . 4E /+ r�\�♦ ...• /e� • trv�A �.- rfio y r/� /p,M///•`f y,( 2 / ; 9'� 1 I /� // GROUND WATER Z ACCORDANCE' WITH TITLE 5 OF THE -STATE >SANITARY•CODE WExcavarE SCH 40 PVC DATED MARCH 1995 AND ANY LOCAL RULES,APPLICABLE O ' a.F. �AAEA OR. ANY CHANGE IN THIS PLAN MUST BE APPROVED _y MATERIAL BENEATH THE LEACHING AREA.REPLACE EXCAVATED MATERIAL WITH CLEAN, CLAY FREE GRAVEL -CAST IRON TEES3;.4 SOIL AND PERCOLA TION DATA 3. WHEN CONSTRUCTION'IS COMPLETED, PRIORToBACKFILLING :• NOT TO SCALE NOTIFY BOARD OF HEAL TH FOR INSPECTION 1500 GAL. 4. EOUALIZERSREINFORCED Q THIS PLAN IS A REVISION OF A PLAN 5. THESE ELEV, MUST NOT BE CHANGED WITHOUT DIST. BOJ(CONCRETEGAS LEGEND DArm ocraeER 2z 1996 WrTH REvrsm DATES OF 11/1/M 1219196 1/91/97 FOR FINISH GRADE - - PS?C'0 AT 48' - ALSO 9/19/97• C-9125197 es.::::•,;.;,BAFFLE e;Ka'. w ':•f•-. : ..t i:.�,:�s BOARD OF HEALTH INSPECTION REO 'D WHEN EXCAVATED SEE SYSTEM PROFILE - LESS THAN 2 MIN/rN. TO BE INSTALLED ON A .. 0 . \ , ,h., r 7r.�! ,N ;e"r.F•.c rf6"A``"r�" r/ '6( /,evr�c'iR`riA9y:F"¢` k /A•`rr • /f• .s(' ,Rt1 - LEVEL STABLE BASE .. yExrsnNG SEPTIC TANK BEra+ t •O TRENCH LENGTH w NATURAL SOIL - '•� EFFECTIVE � � �a•o /•• '• 4 .�• ' �, . .:'• DEPTH 314"-1 1/2" � •��•��i �ioe ,. .•�• • �.... ,,. ..i• 'ii" ,�.}'�• Q WASHED STONE a"•.••.. �•- ••�,P'.•i:•... ..'o.'•'. •i: EFFEC TS VE WID rH • • - a2' EXCAVATED SIDEWALL' NUMBER OF TRENCHES I `s NUMBER OF INFIL TRA TORS 4 ?oB• A' SAAVY LOAN . JOYR S/2 'B' SAAVY LOAN tOYR 5/6 •Ct SAND 2.5Y 5/6''. SAAV 2.5Y 6/4 'C3 • SAND 2.5r 6/I_ SANDY LOAM tOYR 3/2 SANDY LOAN 10 YR 5/6 •CJ. SAND 2.5Y 5/6 .47. SAND 2.5Y 6/4 rwxLrmraw NI 1L �:- y' -a• of crave AAOLI!O TO BE INSTALLED. ON A S0 • 0' 159 SFSIDEWALL AREA . 74 GAL S/SF 117 GAL S. S. F. NO. BEDROOMS 9 , so• x a• -so• - a• MT A'KiILE/ LEVEL STABLE BASE - - DISPOSAL nb EST. TOTAL DAILY EFFLUENT •990 -GALS. ' 5 , 454 S.F. TOTAL AREA GALS/SF 335 GALS. sEPrzc TANK -1500 GAL. 5'MIN. HEIGHT 910 CNR - Is. 005 GENERAL` NDTES NOTE.' DO NOT RUN HEA VY EQUIPMENT OVER SYSTEM ABOVE OBSERVED y •6RAAClF'A7H99_m__ISOILATED LOTS' NOTE.' _ 1. GROUND WATER Z ACCORDANCE' WITH TITLE 5 OF THE -STATE >SANITARY•CODE WExcavarE TO ELEV. It•o+ OR LOWER As REourREO DATED MARCH 1995 AND ANY LOCAL RULES,APPLICABLE O ' a.F. �AAEA LEACHING INFIL TRA TOR SECTION ANY CHANGE IN THIS PLAN MUST BE APPROVED MATERIAL BENEATH THE LEACHING AREA.REPLACE EXCAVATED MATERIAL WITH CLEAN, CLAY FREE GRAVEL BY THE BOARD OF HEALTH AND FERREIRA ASSOC. SOIL AND PERCOLA TION DATA 3. WHEN CONSTRUCTION'IS COMPLETED, PRIORToBACKFILLING :• NOT TO SCALE NOTIFY BOARD OF HEAL TH FOR INSPECTION NOTE 4. FND. ELEV. MUST BE CHECKED WHEN COMPLETED Q THIS PLAN IS A REVISION OF A PLAN 5. THESE ELEV, MUST NOT BE CHANGED WITHOUT Z LEGEND DArm ocraeER 2z 1996 WrTH REvrsm DATES OF 11/1/M 1219196 1/91/97 FOR FINISH GRADE - - PS?C'0 AT 48' - ALSO 9/19/97• C-9125197 6. BOARD OF HEALTH INSPECTION REO 'D WHEN EXCAVATED SEE SYSTEM PROFILE - LESS THAN 2 MIN/rN. 0 . \ , ,h., r 7r.�! ,N ;e"r.F•.c rf6"A``"r�" r/ '6( /,evr�c'iR`riA9y:F"¢` k /A•`rr • /f• .s(' ,Rt1 - MIN. 2" - �1/B"-s/p" WASHED STONE PERC. RA TE - .. yExrsnNG BEra+ ♦ "MIN.) 2 TAKEN BY. RldUflO FEAI�£rRA .I- TO REMAIN .• (12 WITNESSED BY PETER ERYANTON TES r PI T L OCA T70N :, . DATE SfFTfMBEJi 2F 1996 JOHN NOONAN 0 o SEPTIC TANK •f- ..'.;;. � �;. TEST PIT ELEV.. (1J 29.0 (2) 18.8 q 4"DIA. PIPE • ;;' TEST (t) TEST 1.0) n' .. .. w NATURAL SOIL - '•� EFFECTIVE � � �a•o /•• '• 4 .�• ' �, . .:'• DEPTH 314"-1 1/2" � •��•��i �ioe ,. .•�• • �.... ,,. ..i• 'ii" ,�.}'�• Q WASHED STONE a"•.••.. �•- ••�,P'.•i:•... ..'o.'•'. •i: EFFEC TS VE WID rH • • - a2' EXCAVATED SIDEWALL' NUMBER OF TRENCHES I `s NUMBER OF INFIL TRA TORS 4 ?oB• A' SAAVY LOAN . JOYR S/2 'B' SAAVY LOAN tOYR 5/6 •Ct SAND 2.5Y 5/6''. SAAV 2.5Y 6/4 'C3 • SAND 2.5r 6/I_ SANDY LOAM tOYR 3/2 SANDY LOAN 10 YR 5/6 •CJ. SAND 2.5Y 5/6 .47. SAND 2.5Y 6/4 DESIGN DA TA AV "VOLM"ATD' T 159 SFSIDEWALL AREA . 74 GAL S/SF 117 GAL S. S. F. NO. BEDROOMS 9 , � Z 295 S.F. BOTTOM AREA • 7`� GALS/SF 2SB GALS. DISPOSAL nb EST. TOTAL DAILY EFFLUENT •990 -GALS. ' 5 , 454 S.F. TOTAL AREA GALS/SF 335 GALS. sEPrzc TANK -1500 GAL. 4 910 CNR - Is. 005 GENERAL` NDTES \ (DEP TR"JSrrrav RLKESi• J y •6RAAClF'A7H99_m__ISOILATED LOTS' NOTE.' _ 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN Z ACCORDANCE' WITH TITLE 5 OF THE -STATE >SANITARY•CODE WExcavarE TO ELEV. It•o+ OR LOWER As REourREO DATED MARCH 1995 AND ANY LOCAL RULES,APPLICABLE O TO REMOVE ALL LOAM AND CLAY CONTAINING 2. ANY CHANGE IN THIS PLAN MUST BE APPROVED MATERIAL BENEATH THE LEACHING AREA.REPLACE EXCAVATED MATERIAL WITH CLEAN, CLAY FREE GRAVEL BY THE BOARD OF HEALTH AND FERREIRA ASSOC. MECHANICALLY COMPACTED IN PLACE 3. WHEN CONSTRUCTION'IS COMPLETED, PRIORToBACKFILLING NOTIFY BOARD OF HEAL TH FOR INSPECTION NOTE 4. FND. ELEV. MUST BE CHECKED WHEN COMPLETED Q THIS PLAN IS A REVISION OF A PLAN 5. THESE ELEV, MUST NOT BE CHANGED WITHOUT Z LEGEND DArm ocraeER 2z 1996 WrTH REvrsm DATES OF 11/1/M 1219196 1/91/97 THE BOARD OF HEAL TH APPROVAL ALSO 9/19/97• C-9125197 6. BOARD OF HEALTH INSPECTION REO 'D WHEN EXCAVATED �- Zo ---- EXIST. GROUND ELEV. 0 ` —24—FrrJISH caouNO ELEV. SEWAGE DISPOSAL SYSTEM PLAN 1 t8•oo PIPE INVERT ELEV. PREPARED FOR TES r PI T L OCA T70N JOHN NOONAN 0 o SEPTIC TANK eoz LOT 8 NORTH DENNIS ROAD ❑ OrsrRreurroN 4OC. I.OR SCH 40 PVC YARMOUTH -' MASS. 4•BIT.FIBER PSP£ -TIGHT ✓OINrS --- PROPERT; LINES DESIGNED: SAP DATE: MARCH IP 1999 FERREIRA ASSOCIATES �a SETBACK DISTANCE DRAA'N: HP SCALE.•AS SHOWN 131 .SPRING BARS ^ROAD ..;.c �� �:-. .. f �. ,:�.• al s,.:00k. .ex ., , . . �. .-.-_ . - ... yw...r� .g v ....yam.;. ••-v.<T r... v.,, w *i1 1Y. .... c' , .,:.a :1.•:. F ,F' W . n�` a.. ..A",w ¢: x x .z. c' `.� . .:. .�' 2 i f i'.a t `M. ti n 4 NU „: i ♦ , ,: Y'@ 3 : - l . .: �,�o - may. r.. .6. `s ti� }e ., ., ak . .t -. .. .. _.,. ... ;y�. / :•Y, ;. .: �,•..- a..- .;iat`.,%'�L" .: +.x,.$:.. 'Yr'f... �n . . w _ ,. • .•�.r +,. ..._ ,, ...„..ev.ill s'3. n . ,. wi.. .. ,. ... C.. n ... ._,e .... ,. rY ..,._.. ✓'. !��_.. v.. ,. _, . zr. .._ ... 1 v. '. ..- .. ...' .' -t .... .. K f 5._. .,. ,a. {� .4E f- ,. .,. 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L g:..:, r c '�' 4 a('� _ tiSs.,;.y Yfi , .v4';q 3 ��Y.�°"'YP°i >�, � _ F<.`.. SYSTEM PROFILE 1 " ✓� Y . : . M <IIa :. .' , •. C i'1�1"'i 1 'Yi .1HiR!'� SCALit Y4•��'N�.t E.- 1 30• NOT TO SCALE R r rtvTSH GRADE N �• �N 7- Ar E. - - ��: � 9 .:'' ..�'' ` t i • � «tf a �uyy''��""� #'1fer�w,. � N E NOTES• e �7�-Q-AIWItH SRA DE F1N1SH sRA y , WEIR �� VA, zO.o OVER TAW aVER'TREtJC�E§_.0e W2 C.fzgeK ELEVATIONS BASED PN M. S. L. Toa FND FL 000 ZONES - "B" 6 •A4'e1, 5 :-,:.:'...>.., , 1 • U+ „nr`x`. •:'•i ` SCH 40 PVC .. :t �94% 4.. "1 77 '� $ :r•4K i. � T ON SITE Do F T01►tN WATER °o zc ' �_ OR 77 H O II € ns Y. t CAST IRON TEES :, • l'11Z4 Na••a0a aoe so0°° ?, o°�,a,Y, •� C'�a..r >�� `.j" ": : : ® °o!• �sl,r la •I ,: •` ey ,ygtd +Yi. / ➢ e: .r :. 1'i.Bo ... %: '.::..... :i.i •o a•:° i i• °e� t I CAP 'NOS �' w /� 1 i. • 1 . r'1. (14 1 7.40 M. .BSN°r FLR °-A•� J. EGUAL12E14S .PLOD .i pOo ai'O°�°I a°I'y I .'g;A`i at LOCUS 1y i.•+ 14.0..i y. 1500 GAL. °.o evai °eD� °o* 0e.?°•°f°' e "SY)>`' °r: / . , i; [ REINFORCED °.: BAS °ara °o .:o i, D ° a $i 11•.GO" °" * w`"''a .' .. < . =P,4 6CONCRETE DIST. BOXLOT 9tcern ';, A,.p ' .:. , "• • :'..... r-�:.::.... TO BE INSTALLED ON A a7. a*: �. ,� >� LEVEL STABLE BASE o°dam o°o obl: a4`i; o. a . e .i' , r'irr'S*$4 r htlTE^ r�-r 1 # : 24• F'OCTIN6 _ SEPTIC TANK t5,o TRFNCH LENGTHf* 41 `* ALL IiDQ� R!�",F L9 _ : l ',:.4Q° 0• 2 ' a r�' rro�v` ��L +q"�§ y= a roeE carorArD ea �'� k iL ? TO BE INSTALLED ON A 4'NIN.HEISHT rN FnEti¢r+DaAZNs a !° -- �O `� I LEVEL STABLE BASErk i OIM N0rE.- Q0 W07- RUN HEAVY EOUIPMEA T OVER SYSTEM 1G -A0 E; "` ABOVE OBSERVED ,, t '` xE a z�4t sxy �¢\� 1�°O SROUNOMATER�a :}kstf1 r� 9 i _ , 3 t � . r, i ♦ y g, �,a T ✓ +bHI�d t°A .` � . - • N *�^� LEACHING TRENCH SECTION z SOIL AND � PERGOLA TION NOT TO SCALE a BENIGN 944 FOR FINISH GRADE w \_>,• Q9N 11.' 49.57 SEE SYSTEM PROFILE f' ti rl F! PERC. RA %E fiEiwiv 12"MIN. TAKEN BY RSpNAD FEA'iEIRI n WITNESSED BY PETER BRYANTQV . \1t / O MIN.2" - i/8"'1/2" DATE SEPEi.EVJi:?A IC e"DIA. PIPE -? " TEST P`r ELEVr', (iR (2% !B 1 HASHED STONE . O• TEST% PEM*D AT 40* IRI Y "' a- : F '\ \ `�\ ? •g $ ,, �, t--NATURAL SOIL ;t 2'HAX. fFFECTLVE CE&S ""m 2 NIN/IN. SAADY L6UM * \ �Qmb\�\ b Y t . DEPTH 'I 1 s\ e Oi h112. N 314'-1a 6_ p N \\� ,� -, t WASHED STONE _Yom 'd/C > !011704 41 s I'7�JL/l/ i .. \ k. `;, `\ \ i FEC71 3K �I .a / �r g "•`"`EXCAVA`TED SID EWA LL' _ - /LOTH x SAAV -ti \` ..\\ '� zT�?,•`% �" t OR DEPTH. 2. Iffy d/6 21y 16 I ,.,. / t!i �... ;:.t N,. \\ , \ ♦�. \\ �..:,,_. - .,.,____.,�.. c`: z'Y r-rrr.r.-nT tJ?:_""'_^" 'r a OE .'".'�/••�'--_.. _ _ r:.s-•..c� -. -... -. _ _::.. °fie'- 1 •"` �/ `y/ \ i ii _rt: !* "'. ",',.:, 7 10e• •mss 4 sy 4 Lor a "$.dY 17/1 s7c� \ �' DESIGN DA' TA „awOrlterk • \ ', 336 S. F SiDEWALL AREA -74 GALS/SF'�49 GALS. fro. oa`BEDROONs �yy S %�' 160 S.F. BGTTOM AREA . 74 GALS/SF 118 GALS. OrsaosaL t� `p h \ \ \ ';7 a. EST. TOTAL DASL Y' EFFLWNT 496 S. F. T6TAL AREA 367 GALS. SEPTIC TANpf SAL. t naw CREEK . Fib wARrAMcs REmr,Fsr .(910 QYN - 16.2111 z i �� '` < '' `rW PROPOSED LEACH09 7REMN 1s GENERAL.'''NOTES LESS THAN ThE REQUIRED !a0'friQM 1aCwE� 7W MEAN HIGH WATER. �• tei ,� /�/OTi�: ��;� 1. ALL SYSTEM':COMPONENTS' SHALL BE. ,.INSTALLED,- < •- t 1"{ 31'IS SFA7MN AM? IS fiE7iLLrSTED. ' `x f + ACCORDANCE WITH 'TITLE 5, OF°<THE<;STATE"°SAldL7°ARY'NG`fI r ` EXCA 4'! TE TO EL EV I1.0 t OR LONER AS REOUIRED DA TED MARCH 1395 AND :`ANY L KCAL "•RULES, APPL.I GAQLE= 'kS'tt 4 i-�`6'RE;�70VE ALL LOAN. AND CLAY CONTAINING " Y r'•' } b1ATE.IAL BENEATH THE LEACHING AREA.REPLACE 2. ANY CHANGE IN THIS, PLAN MUST: BE APpROI(ED.4 .x r S .: t t ,�.} ' j ,1, �4J. 0 EXCAIiATED HATERIAL WITH CLEAN, CLAY FREE GRAVEL BY THE BOARD' OF 'HEAL T/i ` NECH� JICALLY COMPACTED IN PLACE 3. WHEN CONSTRUCTrON' IS' COMP,LET D, FRXOl7 TO, BAC12P L: ,N � ' { NOTIFY BOARD OF HEALTH` Flit# :tN$PEC7IDN ry ,'� WETLAND DELIN�ATTON FURNZS D , ` ?' > VARIANCE R!'Q(AST• 77i1� LEAp+INs TRENCH 4. FND. EL EV. MUST BE CHECKED WHEN`COMPLETED ; BY •FU6R0 EAST', AND SIpWI¢ , "z� © $,.' (910 cm � !8.'2111 IS LESS THAN ThL� REQUIRED t0'. •' r t r v 1 AS Fusw E NI MEAS Ft FT ` � rLES Sr C/o S° IS ShVWN AAV REouESTm. • 5. THESE EL EV. MUS t NO T 8E' CHANGED MI tHOUT � � r � �} ^' •:- } (pEvisFv t/st/s+1) THE BOARD OF •HEAL TH APPROVAL S h3 t ! (REVISED 1219/96) 6. BOARD OF HEALTH "INSPEGTIdN AEG `D .WHEN EX�rAVAT�D ' rt c t .� d.�5a�.° a d' i,� Maar trvlr is i/ "' --+tIST. 6RO(A ELEv, (REVISED it/1✓96 SMDWIN6 REVISED SEPTIC Alm HOUSE LOCATIANSI #rJ-Af�SH 6ROUN7 ELEV.UNDERLINED SUM HA TRUE$ SEWAGE DISPOSAL `,SYSTEM PLAN �. t t d 1' 18:0 o PIPE: INVERT ?L EV. e;\ p rrx R t„ 1 TEST: PIT L�'� TION et. , 'PREPARED F ipi✓'� t"in is r,F' X 1 o sEarc' rei+►� JOHN. NOONAN '" b K yx.T a PLAN RE ( LOT 8 NOR TH � DENAIIS ` ROAD A ST, ❑ .DISTRIBUTIO'�'BOX=,.drw+ LAND COURT PLAN IVO, 23382B 4 c.I.OR sc1it r"',o PVC YARMOUTH';`.".,MASS,,. T 4 •BIT. FIBER !'IPE-:TIGHT JOINTSAPIOVAW :.✓roc °44 t t' F *x 1 r s* f ,. ,. , •s'..}µ} ° gip. 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I i Locus l4 :` 14,0 '�!� I REINFORCED 77 a 1500 EOIIALIZEA9 11.00 o�oi ��'o%:°. L. �ly 4 - PI7OaW9YD ft1 1 _ _ e0op •� I .' . i' r sAs DIST. BOX cucNrMr rACAcBEs CONCRETE a• . • o +• o S• LOT 9 .o'Lozv Y•MtOEA{OEkP / ° t BAFFLE °6 °°.•i a°e• 1 0 M t1� "..�• ! ..• • /. i •I •x•01 • 00:0 °. '# • •• •� ° `m lsEt sno'nD ' r' �..:.'.'.:.. ". TO BE INSTALLED ON A a , go ea .°o• i• • e •.de• i 9 NOTE r LEVEL STABLE BASE o°oma ° p° r'� r•°• •+Ho• Ago ,& hCTE 16 r 24' FOOrrAfS 1; ALL REAVFF z4 -- - -f a SEPTIC ROOF +, ro cd ee vrAtnr a ' : ! ! 5 d J TRENCH LENGTH . tN FRENCH DRAINS tc s,° ry „. j TO BE INSTALLED ON A - ` ' :IO• Dr 1 i Op ✓' �_� LEVEL STABLE BASE *: ` Op•N ! w R I !i ! ( MIN.wrwr` .�0' \ �` ` I, w w xrt„ k) y- ABDVE`OBSERVEO NOr'E. DO ;NOT RUN HEAVY EQUIPMENT OVER SYSTEM $soo 1 ' ;r GROUND MATER t _...CAL 4 '� �• vV# l LEACHING TRENCH SECTION Nor To SCALE SOIL AND PERCOLA TION 4DA TA ' �I' \,, •.• Z' + .. 1 '' , -tow 8). 01 49.57 FOR FINISH GRADE FQ'' + SEE SYSTEM PROFILE r i extsrrxs aeav PERC. RA TE <e NSN/IN i - MAMA r' ,FBF rO o � ! J2"MINR, TAKEN BY CMW IRA ', \` p id Fc; ? :c•: -Y. i(+I•.:= S: - WITNESSED BY PEfliA BAYANIZW .+ `'t 1,��, / O MIN.2" i/B"-1/2" � , DATE SEPT00W 1995 , q 4 "DIA. PIPE TEST P r ELEV,, !1) 23 O (2I 18 8 x qh l.h 11\ ry F .s F U+ WASHED STONE Y+� - • . .7FST (11 T. AtI "` rte`: 0: (--NATURAL SOIL-" _ : 2'MAX.EFFECTIvE I LESSPER•ru"2MINIrm. r "•'' .. 7 7 \ ,' ^. \ Z M t+ ,A -� DEP TSH • - OA 7• \\ \. -\�, N w_ �. 314"-1 112" / N .MUDDY \• # .'r Q HASHED STONE ' i �.... FIO� \��\s'Iy Q� •.. MIN.•3X '.. - .. F EFFECT! I'S "'(ID TH YL EXCAVA?ED SIOEWALt.'� p • - p' OR dEPTH MBE TR RA'OF' FINCHES .2-� -" Lore rr:qac! � �2os; Aa sAAnv LcuN low Fv2 •s SAAO)1 LOAN fOYA d/S 'C! SAND 2.dY 5/6 Srtv S.AAO ' 2.sr Q/1 �!.JO '"sem• � �,,: &1a , SAM py +pv ° 4 ,• \ �` , ' �\� : ' '' DESIGN dA TA M woorNn P 336 S• F. S.WENALL AREA 74 GALS/SF 249 GALS. ?,6 \ NO. OF BEDROONS �rz #' 160 S.F.OTTOM AREA •74 GALS/SF of 18 GALS. DrsPosAL Es To TOTAL DAILY jmnuENT 3•!0 BALs.- ` 496 367 sEPrxc rAW 1500 Gat. �\ S.F. T UTAL AREA GALS.. , CREEK t`' •vARrANIcsREacEST• ('810 cm - 15.211) 'PE PROPOSE LEACHTAW Me"i IS LESS MAN rW REaurRm 100+ GENERAL.:` NOTES. PE MEAN HWY MA M7. 94'XS SHOWN Ano IS AsaWSrED. • 1. ALL SYSTEM':COMPONENTS, SHALL ''BE. ACCORDANCE' WIT�I''TITLE `6 OF;THE STATE>°iSA1VI7AR� kGOCk'`` EXCA6ATE TO ELEVlLO-OR LOWER AS REOUIREO s_ \ s `b'i7EM0VE ALL LOAM AND CLAY CONTAINING DATED MARCH 5995 'AND',"ANV LOCAL' AUL'ES i�PPLZCAl�L u' } +' XAMUAL BENEATH THE LEACHING AREA. REPLACE 2. ANY CHANGE IN THIS PLAN MUST BE APp/aO!(ED 1 r ry " r=4 VA TED MA TERIAL NIM CLEAN. CLA Y FREE GRA VEL O v BY ' THE BOARD OF HEALTH NECHANICALLY COMPACTED IN PLACE s 3. WHEN CONStRUCTION IS COMPL'iED•`PiIOR i`OBACKSL.C,".NG. METLAnQ7 DELrNEArrON FugNrsO 1 ` K ' `' NOTIFY BOARD OF HEAL TH` FOR tN$PECtION x}= BY •FilGRO EAST. Ano srnN�¢ t r �vARrANCE REoriEsr• rt,E PROPOSED LEAavINS TRENCH 4. PND. ELEV• MUST BE CHECKED WHEN `COMPLETED';4` (310 a" - 15.211) IS LESS THAN TW RMXRED 10'. As fLAeslNe NrrasERs FI -F7 s�reAac S' IS SHOW Ano REacESTED. ' 5. THESE ELEV. MUST" NOT BE oCHANGED 1✓ITHOUr L (REVISED 1/31/911 THE BOARD OF, HEALTH APPROVAL F k s " (REVISED 12/9/96) 6. BOARD OF HEALTH 'INSPEC.TION' fiEO `D WHEN EXCAVATED ' ; a Ma4r LIyJr IS jIO MU(REVISED 11/1/96 SHOWZn79 REVISED SEPTIC ANO? d�X�GSE• LOCATIWVSI „ " ` 3' a t`�fe•�# ED rs (; 1. . r I„ - -- utlST. sROUP ELEV.. STAK, . 1 O 0 � 4r. �i 4F7NIFSH BROI/N) ELEV.UNDERLINED M, raESE tag _ Is.00 PIPE:INVERT :LEv. ;� �" of �''�f' SEWAGE DISPOSAL ~SYSTEM PLAN, r S^ PREPARED FOR ® resr Pr c,poTroN !�, tl�A 5 " trw°T%w;rc rAnw to JOHN NOONAN PLAN REFERENCE: 1 �P LOT B NORTH DENNIS,','ROAD LAND COURT PLAN `� ❑ azsrprebrrGr Box awl r�r,o. ,. s NO. 233B2B fDOTZNI4 - ,.4.,� 4iC.I.CR-SCN`4oPVC YARMOUTH,':. MAS5. 4' 3' }}}1}}4j}i{Fµ} 4 •BIT • FIBER PIPE -TIGHT JOINTS-'', s , ' (SECTION A A) - = vY a°�s i NbT r0 SCAk£ _-_. a _. FROM RTY YI /? u �A 4 .I CharTesD. T; . DESIGNED : SAP DATE : OCHER 22 19M d4, iYc MIN. coDE D.r:S� ANCE bspo e ; ° FERREIRA ,.ASSOCSAT�S " '\ a DRANK : M SCALEI AS SHOW SSJ = SPRING i BARS R��/ MAP SEC PCL LOT NSE CHECKED CDsDRAMrN1G NaJOS299W . FALHOUTK NA,$.5•' n A• dr SAAVY"LOAN, a0?A sow R 2 i2 ,4. A .l J `' �. l. Q'Y�_' •ce y. SAM py +pv ° 4 ,• \ �` , ' �\� : ' '' DESIGN dA TA M woorNn P 336 S• F. S.WENALL AREA 74 GALS/SF 249 GALS. ?,6 \ NO. OF BEDROONS �rz #' 160 S.F.OTTOM AREA •74 GALS/SF of 18 GALS. DrsPosAL Es To TOTAL DAILY jmnuENT 3•!0 BALs.- ` 496 367 sEPrxc rAW 1500 Gat. �\ S.F. T UTAL AREA GALS.. , CREEK t`' •vARrANIcsREacEST• ('810 cm - 15.211) 'PE PROPOSE LEACHTAW Me"i IS LESS MAN rW REaurRm 100+ GENERAL.:` NOTES. PE MEAN HWY MA M7. 94'XS SHOWN Ano IS AsaWSrED. • 1. ALL SYSTEM':COMPONENTS, SHALL ''BE. ACCORDANCE' WIT�I''TITLE `6 OF;THE STATE>°iSA1VI7AR� kGOCk'`` EXCA6ATE TO ELEVlLO-OR LOWER AS REOUIREO s_ \ s `b'i7EM0VE ALL LOAM AND CLAY CONTAINING DATED MARCH 5995 'AND',"ANV LOCAL' AUL'ES i�PPLZCAl�L u' } +' XAMUAL BENEATH THE LEACHING AREA. REPLACE 2. ANY CHANGE IN THIS PLAN MUST BE APp/aO!(ED 1 r ry " r=4 VA TED MA TERIAL NIM CLEAN. CLA Y FREE GRA VEL O v BY ' THE BOARD OF HEALTH NECHANICALLY COMPACTED IN PLACE s 3. WHEN CONStRUCTION IS COMPL'iED•`PiIOR i`OBACKSL.C,".NG. METLAnQ7 DELrNEArrON FugNrsO 1 ` K ' `' NOTIFY BOARD OF HEAL TH` FOR tN$PECtION x}= BY •FilGRO EAST. Ano srnN�¢ t r �vARrANCE REoriEsr• rt,E PROPOSED LEAavINS TRENCH 4. PND. ELEV• MUST BE CHECKED WHEN `COMPLETED';4` (310 a" - 15.211) IS LESS THAN TW RMXRED 10'. As fLAeslNe NrrasERs FI -F7 s�reAac S' IS SHOW Ano REacESTED. ' 5. THESE ELEV. MUST" NOT BE oCHANGED 1✓ITHOUr L (REVISED 1/31/911 THE BOARD OF, HEALTH APPROVAL F k s " (REVISED 12/9/96) 6. BOARD OF HEALTH 'INSPEC.TION' fiEO `D WHEN EXCAVATED ' ; a Ma4r LIyJr IS jIO MU(REVISED 11/1/96 SHOWZn79 REVISED SEPTIC ANO? d�X�GSE• LOCATIWVSI „ " ` 3' a t`�fe•�# ED rs (; 1. . r I„ - -- utlST. sROUP ELEV.. STAK, . 1 O 0 � 4r. �i 4F7NIFSH BROI/N) ELEV.UNDERLINED M, raESE tag _ Is.00 PIPE:INVERT :LEv. ;� �" of �''�f' SEWAGE DISPOSAL ~SYSTEM PLAN, r S^ PREPARED FOR ® resr Pr c,poTroN !�, tl�A 5 " trw°T%w;rc rAnw to JOHN NOONAN PLAN REFERENCE: 1 �P LOT B NORTH DENNIS,','ROAD LAND COURT PLAN `� ❑ azsrprebrrGr Box awl r�r,o. ,. s NO. 233B2B fDOTZNI4 - ,.4.,� 4iC.I.CR-SCN`4oPVC YARMOUTH,':. MAS5. 4' 3' }}}1}}4j}i{Fµ} 4 •BIT • FIBER PIPE -TIGHT JOINTS-'', s , ' (SECTION A A) - = vY a°�s i NbT r0 SCAk£ _-_. a _. FROM RTY YI /? u �A 4 .I CharTesD. T; . DESIGNED : SAP DATE : OCHER 22 19M d4, iYc MIN. coDE D.r:S� ANCE bspo e ; ° FERREIRA ,.ASSOCSAT�S " '\ a DRANK : M SCALEI AS SHOW SSJ = SPRING i BARS R��/ MAP SEC PCL LOT NSE CHECKED CDsDRAMrN1G NaJOS299W . FALHOUTK NA,$.5•' n R 2 i2 ,4. 'A SAAvY LOAM JOYR 9/2 s• SAACY LOAM SOYA 5%6 •CS SAAV .a. SAAV 2.5Y 6/f V3 SANG 2.5Y 6/I A• 1 SAAVY LOAN! JOYA 3/2 s' SCANOY LOAN SOYA 5/6 ,Ct , SAAV 2.5r 5/6 i •C2• SAAV 2.5Y 6/f SYS TEM PROFILE AVM FE WZAA ASSODrATES TO STAKE S.A.S. FRroa - TO IXCAVATILK Ano TO VERIFY Sort FINISH GRADE NOT TO SCALE OVAL AMI FINAL SAAArAW W S.A.S. FINISH GRADE FINISH GRADE 2 Z A : Z 1.8 — 2 • 8 OVER TANK OVER TRENCHES2- 1- Y C! `! : r r, cr TOP FND /"" R • /: r✓x. ,a !//a a /a %• O zL • - SCH 40 PVC - OR r''•• f CAST IRON LEES S, ( 19.4-0 ` BSAf'T FLR 19.24 19.00 1500 GAL. EOUALIZERS X8.50 REINFORCED Jaoo sAL. r L4 `*r' •'� CONCRETE '•+ GAS DIST. BOX BE -r= TAW +.+,. �. • . r BAFFLE s•' ••••:' ;..,_ :. • 'Si TO BE INSTALLED ON A :: .= r %.'•: •} ':=+ • -; '- LEVEL STABLE BASE J / rALwOSM LEAMrMc SEPTIC TANK 1 b 5 rRENLT+rITN ro TRENCH LENGTH e' rWrl. TRATOSS NrrN OF STOAH AROGO - so .x s' -Jo' - F• TO BE INSTALLED ON A `, f � PRCFrLE) LEVEL STABLE BASE NOTA rN 7wfunw- rF rw smrre e• EL. off 90' - 0' SY31FM PAILS rr r9 TO eE f `--- �.-s'a'- rrAeER XAGYALLED XV TAF PRNARY LOCATION. e t ec,e4 5'MIN. HEIGHT r � ,. ,... Y.,, ND TE_• DD ND T RUN HFA VY FQUIPMENT OVER S YS TEM EIGH ,C 1 r .: �. .Ae.ANr.AAVlIYR9 ` �\ \\\ mR \ s o s.F.V a Js a a• _F.we�sm Tiee�° >aTe \ '« � _ 3 ^'� LEACHING INFIL TRA TOR SEC TION JN rRayr olo' M\'' NOT TO SCALE SOIL AND PERCOL A TION DA TA JN • slice 10-10, FOR FINISH GRADE - SEE SYSTEM PROFILE PEAC'O AT ee' \ t5 LESS MAN 2 NMI.TY. milli 2" ry , r .. v <.a MIN/IN. AYaCoe rq/ � /� F/� �y WASHED STCNE PERC. RA TE ,rte N EXISTING BERM \� so• `- -- - TO REMAIN/A. (12"MIN.) 2 TAKEN BY RJCMAAD FERRETRA \\\ ` i - WITNESSED BY PETER G�AYANTaJ `\\ J•' � �� � >�Ox / crvrr 0 rg ' \ 0., :'q: :•r'.' � • � DATE SEPTEMBER 26• 1996 ?' p� a"OZA.PIPE :~: c:.•>. :, c TEST PIT ELEV. (J) 29.0 (P) J9.B I �/ k N , C ;: • - TEST ft) TEST f2) •�a,, �� 3 ��� h r- NATURAL SOIL '•:o ,.. ';� .: a _. <.,,. Y•„ �.y_, c°s�' rr/`�\ \` \\\\\ Z 9 �`!I..^ " Q �.`EFFE�TDEPTHIVE i \ n 3/4 '• 1 1/2" •�• . . .� .e .... •: . rI!L/ [\ \ \\� F4q .Q WASHED STONE .MUDDY . •' �'%'': �•[ ° s•. e. .++r •u: `• �';t'..�� '.i.' •/• \\` EFFECTIVE WIDTH n. EXCAVATED SIDEWALL tq 34, NUMBER OF TRENCHES I a \ •\ r AME rF AN OLD SEPT= 5"Tor rS ClAVOU TrMIM toe LOT B / ` J �' \ \` 8 rKSTALLER TO NOTrFY T+R eMRO W W-ILTN NUMBER OF INFIL TRA TORS 4 \ AND PONEINA ASSOCrATES FlaIOS TO RERnVAL. t9. 100 SF TOTAUL (2. 618 SF LPLAAV vi ,n A' r SAADY LOAN 10 YR 3/2 1 8. SAAVY LOAN torp 5/6 SAAR 2.bY 5/6 W. SAND 2.5Y 6/4 ,Gy, SAAR 2.5Y 6/I A' I .SANDY LOAN tOYR s/2 SAADY LOAN I 10 Yl? 5/6 SAA9 2.5Y 5/6 ,C2. SAA® 2.5Y 6/4 1 b 482 SF METLAAVS T3 N Ii ,..v DESIGN DA TA NO 7EQ 159 S. F. SIDEAALL AREA . 74 GALS/SF 117 GALS. NO. OF BEDROOMS 9 z 295 S.F. BOTTOM AREA . 74 GALS/SF 218 GALS. DISPOSAL AVEST. TOTAL DAILY EFFLUENT 390 GALS. r ✓ `—e 454 So F. TOTAL AREA GALS/SF 335 GALS, SEPTIC LANK J500 GAL. wl Y ` 910 Q4R - 15.005 \ (DEP TRANSITION RUE&) GENERAL NOTES (n 'GRANDFATHERED ISOLATED LOTS' \ \\ NO --- - - -- ---- 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN Z . A CCORDANCE WI TH TI TL E 5 OF THE STATE SANITARY CODE EXCAVATE TO ELEV. 12,0- OR LOWER AS REOUrREO \ \ — TO REMOVE ALL LOAM AND CLAY CONTAINING _ DATED MARCH 1995 AND _ANY LOCAL RULES APPLICABLE J� MATERIAL BENEATH THE LEACHING AREA.REPLACE 2. ANY CHANGE IN THIS PLAN MUST BE APPROVED \ �✓ EXCAVATED MATERIAL KITH cLEAIV. Cl- AY FREE GRAVEL BY THE BOARD OF HEALTH AIVD FERREIRA ASSOC. .✓ MECHANICALLY COMPACTED IN PLACE 3. WHEN CONSTRUCTION IS COMPL E TED, PRIOR TO BACKFILLING WETLAND DELiNEArJON Fl/RNISNED1� »� NOTIFY BOARD OF HEALTH FOR INSPECTION BY 'FUSRO EAST. AND SHOWN AVTE 4. FND. ELEV. MUST BE CHECKED WHEN COMPLETED AS FLAGGING NUMBERS F1 -F7 THIS PLAN IS A REVISION OF A PLAN Z LEGEND DATED OCTOBER 22, J996 wzrH REVISED5. THESE ELEV. MUST NOT BE CHANGED WITHOUT DATES of it/1/98` 12191VM 1/31/97 THE BOARD OF HEALTH APPROVAL OaESEAVE AREA' CAL CLU TIOAS) ALSO 9/19/97•S 9/25/97 6. BOARD OF HEALTH INSPECTION REO 'D WHEN EXCAVATED � �! . SOVDIV NARX OPNG) sr 49.57 .__--_ — - 20 EXIST. GROUND ELEV. - - top lienee Dort adjacent tD�O ^ (REVISELt MAY 12, .1999 FOR ADDITIONAL NOTES) (RENIS 1999 fetter N 1n Nord 'OPEN' on 29• x !0' x 50x - 143 SF Wi --24—FINISH GROUND ELEV. - hydrant located in YA.2MOUTM 29• x t0• x 50S - 149 SF 1 � 15' north of ORIFTNOM LN. 4' x 10' x 50S - 20 � SEWAGE DISPOSAL SYSTEM PLAN s B' e89t or pole no. 6 RESERVE AREA TOTAL - 3r0 sF ' orl I 20.00 PIPE INVERT ELEV. IV11 'VARIANCE REQUESTS FROM 910 CAR' ` e PREPARED FOR ' ;� � TEST PIT LOCATION � -_- t5. PJ1 NTNJfHM SETBACK DISTANCES V/ / 00 SEPTIC TANK ✓O//N NOONAN 1. STREETLINE SETBACK: rg/j��^ PLAN REFERENCE' ��.": 'JO' IS REQUIRED TO THE LE.ICMINS AAEA _ — . _— _ — t � ��'•-.. 5' IS SMONN AAV REQUESTm LAND COURT PLAN ❑ DISTRIBUTION BOX r. LOT 8 NORTH DENNIS ROAD P. PROPERTY LINE SETBAM NO. 233828 r0' IS RfOUIRID f0 THELEALNIN6 AREA - r 40C.I.OR SCH 40 PVC - -•�* ,<- - YARMOUTH -MASS - ! s' IS SMONN AAAI REOUESTEO - /,: ' J • d r • +i"'�' i « 9: BORDERING VESETATEO NETUAV SETBACK•- 100' IS REQUIRED TO ME LEALT/ING AREA F.E.M.A. MAP N0. ��«r 4 "BIT. FIBER PIPE -TIGHT JOINTS B/ • IS ShVW TO THE PRIMARY B REG EESTEO 250018 0002D r : FC - . 70' Is SM7NN To TME RESLTwE s RPOUESTED- - - - — - PROPERT i LINES I t 7 ray DESIGNED: SAP DATE. ' MARCH 12. 1999 FERREIRA ASSOCIATES ` — • SETBACK DISTANCErtnp4wa ORAMN: ]p SCALE. AS SHOW 131 SPRING BARS ROAD ^` CHECKED : GS DRAWING NO. 03J299Y FALMOUTH - MASS. MAP ISEC I PCL ILOT IIHSE bF. , r v. a e 4^ • DATE 1� I